HomeMy WebLinkAboutTHE DISTRICT AT CAMPUS WEST - FDP - FDP120021 - PLANS - UTILITY PLANSW. PLUM ST.
SHIELDS ST.
MULBERRY ST.
TAFT HILL RD.
ELIZABETH ST.
W. PROSPECT RD.
MOUNTAIN AVE.
PROJECT
SITE
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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DEVELOPER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Linda Ripley, ASLA, ULI, RLA
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
Ft. Collins Student Housing, LLC
Nick Anderson
1302 Waugh Drive, Suite 305
Houston, TX 77019
(832) 236-0400
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 490-7501
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
FIBER OPTICS-- Colorado State University------------ Kurt Davis (970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list
relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC)
at 811 for additional information.
JANUARY, 2013
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C001
CONSTRUCTION NOTES
GENERAL AND A. Reese
W. PLUM STREET ���
������
CITY PARK AVENUE
S. SHIELDS ST.
W. ELIZABETH STREET
N
VICINITY MAP
NTS
BAYSTONE DRIVE
W. LAUREL ST.
WAGNER DRIVE
SITE
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the
City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in
connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land
Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant
structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing,
sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on
utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards,
safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be
corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the
Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and
all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any
damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain
the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless
for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed
in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of
the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary
repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains,
culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or
construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the
Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising
engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of
streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary
liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land
according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and
obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which
obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may
also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants,
Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and
should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an
actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing
plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a
permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1)
FND #4 REBAR
NO CAP
BLUEBELL ST. (50' ROW)
ASTER ST. (50' ROW)
CITY PARK AVE. (60' ROW)
W. PLUM STREET (ROW VARIES)
ZETA TAU ALPHA
FRATERNITY
KAPPA KAPPA
GAMMA
FRATERNITY
TAU OF GAMMA
PHI BETA
SORORITY
TAU OF GAMMA
PHI BETA
SORORITY
N00°27'00"E 164.60'
719.99'
S00°41'38"W 165.13'
N88°59'32"W 200.37'
N89°04'12"W
50.00'
S00°32'00"W 175.97'
N88°59'32"W 200.41'
175.30'
S89°11'00"E S89°11'00"E 199.91'
CITY OF FT. COLLINS
UTILITY EASEMENT
REC. NO. 95042342
TO BE VACATED
DAISY ST. (50' ROW)
EXISTING RIGHT-OF-WAY
TO BE VACATED BY ORDINANCE
No. 106, 2012
CONCURRENTLY WITH THIS PLAT
(SEE NOTE 3)
SCOTT AVENUE (25' ROW)
TOWN SQUARE
CONDOMINIUMS
DECHAIRO
SUBDIVISION
SUNSTONE I CONDOMINIUMS
SUNSTONE CONDOMINIUMS
50' EXIST.
ROW 50' EXIST.
ROW
66' EXIST.
ROW 40' EXIST.
ROW
COLUMBINE ST. (50' ROW)
EXISTING RIGHT-OF-WAY
TO BE VACATED BY ORDINANCE
No. 106, 2012
CONCURRENTLY WITH THIS PLAT
(SEE NOTE 3)
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING LOT LINE
BLUEBELL ST. (50' ROW)
ASTER ST. (50' ROW)
CITY PARK AVE. (60' ROW)
W. PLUM STREET (ROW VARIES)
5' UTILITY
EASEMENT 5' UTILITY
EASEMENT
N00°27'00"E 164.60'
719.99'
S00°41'38"W 165.13'
N88°59'32"W 200.37'
N89°04'12"W
50.00'
S00°32'00"W 175.97'
N88°59'32"W 200.41'
175.30'
S89°11'00"E S89°11'00"E 199.91'
156.24'
3.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED
BY THIS PLAT
6.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED
BY THIS PLAT
200.38'
11.50'
11.50'
158.63'
163.50'
3.50'
11.5' ADDITIONAL
RIGHT-OF-WAY TO
BE DEDICATED BY
THIS PLAT
LOT 1
112,774 sq. ft.
2.588 acres
BLOCK 1
LOT 1
32,847 sq. ft.
0.754 acres
BLOCK 2
164.47'
N89°11'00"W
319.82'
N89°11'00"W 569.73'
SCOTT AVENUE (25' ROW)
POINT OF
BEGINNING
BLOCK 1 POINT OF BEGINNING
X
X
X
X X
X X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
M
X
X
X
X
WW
WW
WW
WW WW
WW
WW
WW
WW
WW
WW
WW WW WW
WW
WW WW
WW
WW WW
WW
WW WW WW
WW
WW
WW WW
X
X
X
X
X
X
X
X
X
X
LID
M
SS
M
M
X
X
X
C.O.
C.O.
C.O.
X
C.O.
X
X
X
X X X
X X
C.O.
X
X
X
X X X
X
X
X
X X
X
M
X X
X
X
X
X
X X X
X
X
X X
X
X
X X
X
X
X
WW
WW
WW
WW WW
WW
X
1 STORY
WOOD
GARAGE
WEST PLUM STREET
ASTER STREET
(50' ROW)
(1201)
(1205)
(809)
(813)
(1209)
C
C
S
S S
CTV
CTV CTV
CTV CTV CTV
S
CTV
X
X
OHE
OHE
H
Y
D
V.P.
W
VAULT
ELEC
WV
W
C
S
X X X
X X
V.P.
E
WV
VAULT
ELEC
6" SS 6" SS 6" SS 6" SS 6" SS
8" SS 8" SS
X X
WV
S
ELEC
ELEC
ELEC
ST ST ST ST ST
ST ST ST ST ST
X
X
X
S
WV
S
X
S
W
C
S
C
S
CTV
CTV CTV
CTV
CTV CTV
CTV
S
C
S
C
S
C
S
H2O M
S
T
T
T
T T T
T T T T T
T
T
T T
T T T T
T T T T
T
T T
T T
WV
D
SS
D
ST ST ST ST ST ST ST ST
S S
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV
CTV CTV CTV
S
C
S
T T
T
T T
T
T
T T
CTV CTV CTV
CTV
CTV CTV
CTV CTV
CTV CTV CTV
S
CTV
CTV
CTV
CTV
S
M
M
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
ENTRY
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
5' UTILITY ESMT.
8.7'
9.79'
8.5'
4.7'
3.5'
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
3.5' ADDITIONAL
ROW (SEE PLAT)
ENTRY
ENTRY
29'
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
M
M
M
X
X
X
C.O.
C.O.
C.O.
X
C.O.
X
X
X
X
X X
X
X
X
X X
X X
X
X
X
X
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
GARAGE
ENTRY
ENTRY
5' UTILITY ESMT.
11.5' ADDITIONAL
ROW (SEE PLAT)
8.5'
11.45'
5' UTILITY ESMT.
8.10.98' 9'
EXISTING
50' ROW
8.7'
9.98'
6.5' ADDITIONAL
ROW (SEE PLAT)
29'
(1201)
(1205)
(809)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
C
S
S
CTV
X
X
X
OHE OHE OHE
8" SS 8" SS
X X
WV
S
ELEC
ELEC
ELEC
ST ST ST ST ST
ST ST ST ST ST
X
X
X
S
S
X
CTV
CTV CTV
CTV
CTV CTV
CTV
S
X
X
X
ELEC
X X
X
X
C
S
W
C
S
E
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
G
G
G
G
G G
G
G G
G G
G
G
G
G G G G
G G
G
C
S
C
S
C
S
H2O M
S
T T
T
T
T T
T T T T
T T T T
T
T T
T T
D
SS
S S
T T
T
T T
T
T
T T
S
S
M
M
X
X
X
C
S
X
X
X X
X
X
X
X X
WV
WV WV
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
WV
TELE
ELEC
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
ENTRY
X
X
X
X X
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
X X
ST ST ST ST ST
ST ST ST ST ST
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G G
LID
LID
OHE
BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
BUILDING 2
5033.34
CITY PARK AVENUE
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
M
D
M
M
X
X
X
C.O.
C.O.
C.O.
X
C.O.
X
X
X
X X X
X X
C.O.
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
X
X
X X
X
X
X
X X
X X
ST ST ST ST ST ST
X
X
X
ST ST
ST
X
BUILDING 2
5033.34
BUILDING 3
FFE=5031.34
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS2 DS2
DS2 DS2
DS2 DS2
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1 DS1 DS1
DS1
CO
X
ST ST
X
X
X
X
X
X
X
X
X X
X X
X
X
BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS3
DS2
DS2 DS2
DS2
DS2
DS2 DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
CO
DS3 DS3
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
ENTRY
ENTRY
ENTRY
ENTRY
X
X
X X
X X X
ST
X
X
BUILDING 2
FFE = 5033.34
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1 DS1 DS1
DS1
DS1
DS1
WEST PLUM STREET
(ROW VARIES)
BLUEBELL STREET
(50' ROW)
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
TRASH
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
11
C403
10
C403
9
C403
8
C403
7
C403
6
C403
5
C403
4
C403
3
C403
2
C403
1
C403
ENTRY
FFE = 5033.00
FFE = 5032.50
STORM LINE 1-6
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
D
X
X
X X X X
X
ST ST ST
ST
BUILDING 3
FFE=5031.34
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS2 DS2
DS2 DS2
DS2 DS2
CO
DS3
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
ENTRY ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(729)
KAPPA KAPPA GAMMA
FRATERNITY
1
C404
3
C404
4
C404
5
C404
ROOF DRAIN
SEE STORM P&Ps
STORM LINE 1-3
SEE STORM P&Ps
2
C404
UNDERDRAIN
SEE STORM P&Ps
6
C404
STORM LINE 1
BUILDING 1
FFE=5036.80
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
DS3 DS3
WEST PLUM STREET
(ROW VARIES)
STORM DRAIN 1
SEE STORM P&Ps
BUILDING 1
FFE=5035.30
BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5035.30
BUILDING 1
FFE=5035.30
CABANA
FFE=35.27
CABANA
FFE=35.27
BUILDING 1
FFE=5035.30
DS2
DS2 DS2
DS2
DS2
DS2 DS2
WEST PLUM STREET
(ROW VARIES)
STORM DRAIN 1
SEE STORM P&Ps
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
BUILDING 1
FFE=5034.30
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
0+00 0+59
5020
5025
5030
5035
5040
5020
BUILDING 1
FFE=5034.30 BUILDING 2
FFE=5033.34
DS1
WEST PLUM STREET
(ROW VARIES)
STORM DRAIN 1
SEE STORM P&Ps
STORM DRAIN 1-6
SEE STORM P&Ps
STORM DRAIN 1-6
SEE STORM P&Ps
BUILDING 3
FFE=5031.34
DS2 DS2
DS2 DS2
DS2 DS2
WEST PLUM STREET
(ROW VARIES)
STORM DRAIN 1
SEE STORM P&Ps
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
0+00 0+54
5015
5020
5025
5030
5035
5015
5020
5025
5030
5035
0+00 0+31
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
5010
5015
5020
5025
5030
5035
5040
5045
5050
5010
5015
5020
5025
5030
5035
5040
5045
5050
16+50 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
EX. 1.3'%%P
MIN. COVER
1.7'%%P COVER
2.1'%%P COVER
2.3'%%P COVER
EXISTING 6" SANITARY
STA.=10+33.70
INV.= 5022.19
EXISTING 8" SANITARY
STA.=12+82.76
INV.= 5022.73
EXISTING 2" GAS
TO BE LOWERED
STA.=10+37.71
T.O.P.= 5025.9±
(SEE NOTES 1&10)
EXISTING 6" WATER
STA.=10+47.23
T.O.P.= 5023.0±
(SEE NOTE 1)
PROPOSED WATER
STA.=12+17.61
T.O.P.= 5023.8±
EXISTING 2" GAS
TO BE LOWERED
STA.=12+87.79
T.O.P.= 5025.6±
(SEE NOTES 1&10)
EXISTING FIBER OPTIC
TO BE LOWERED
STA.=12+91.67
T.O.P..= 5026.1±
(SEE NOTE 1&10)
EXISTING 6" WATER
STA.=12+98.24
T.O.P.= 5025.0±
(SEE NOTE 1)
EXISTING TELEPHONE
TO BE LOWERED
STA.=13+01.32
T.O.P.= 5026.6±
5010
5015
5020
5025
5030
5035
5040
5045
5050
5010
5015
5020
5025
5030
5035
5040
5045
5050
20+50 20+00 19+00 18+00 17+00 16+50
PROPOSED FIRE SERVICE
STA.=18+14.65
T.O.P.= 5026.9±
PROPOSED WATER
STA.=18+31.88
T.O.P.= 5026.9±
PROPOSED 8" SANITARY SERVICE
STA.=18+63.79
INV.= 5026.2±
1.6'
S
S
S
CTV
CTV CTV
CTV
CTV
CTV
CTV
C
S
W
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
G
G
G
G
G G
G
G
G G G G G
G
G
G
G
5015
5020
5025
5030
5035
5040
5045
5050
5015
5020
5025
5030
5035
5040
5045
5050
9+50 10+00 11+00 12+00 13+00 14+00
%%P2.5'
COVER
1.9'%%P COVER
EXISTING FIBER
TO BE LOWERED
STA.=10+04.05
T.O.P.= 5025.6±
(SEE NOTES 1&10)
EXISTING TELEPHONE
STA.=10+10.78
T.O.P.= 5025.3±
(SEE NOTE 1)
PROPOSED ELECTRICAL
STA.=10+18.09
T.O.P.= 5024.5±
PROPOSED SANITARY
STA.=10+47.19
T.O.P.= 5022.8±
PROPOSED FIRE SERVICE
STA.=10+57.13
T.O.P..= 5024.1±
PROPOSED ELECTRICAL
STA.=11+87.85
T.O.P.= 5025.7±
EXISTING ELECTRICAL
STA.=11+61.52
T.O.P.= 5025.2±
(SEE NOTE 1)
EXISTING CATV
TO BE LOWERED
STA.=11+92.09
T.O.P.= 5026.5±
(SEE NOTES 1&10)
S
8" SS
WV
6" W
6" W
DS1 DS1
DS1
DS1 DS1
DS1
DS1
5015
5020
5025
5030
5035
5040
5045
5050
5055
5015
5020
5025
5030
5035
5040
5045
5050
5055
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROPOSED GAS
STA.=11+33.28
T.O.P..= 5027.8±
(SEE NOTE 11)
PROPOSED ELECTRICAL
STA.=11+37.53
T.O.P..= 5028.0±
(SEE NOTE 11)
W
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS2
DS2 DS2
DS2 DS2
CO
TF
TF
F
F
F
F
F
C
S
S
8" SS 8" SS
WV
S
ELEC
ELEC
ST
ST ST ST
ST
ST
ST
ST
XX
ASTER STREET
W. PLUM STREET
BUILDING 3
50' ROW
33'
{}-{}
7' SIDEWALK 6.5' PARKWAY
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
(729) SORORITY INC.
KAPPA KAPPA GAMMA
FRATERNITY
Δ TRASH
Δ
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
12+50 12+00 11+00 10+00 9+50
5020
5025
5030
5035
5040
5045
5020
5025
5030
5035
5040
5045
12+50 12+00 11+00 10+00 9+50
5020
5025
5030
5035
5040
5045
5020
5025
5030
5035
5040
5045
12+50 12+00 11+00 10+00 9+50
No. Revisions:
By: Date:
X
BLUEBELL STREET
W. PLUM STREET
BUILDING 3
BUILDING 2
50'
ROW
30'
{}-{}
50'
ROW
8' SIDEWALK
8' SIDEWALK
(1113)
CAMBRIDGE
HOUSE LOFTS
(700)
SUNSTONE
CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
40.71'
{}-{}
6.5' ADDITIONAL 50' EXIST. ROW
ROW (SEE PLAT)
11.5' ADDITIONAL 40' EXIST. ROW
ROW (SEE PLAT)
40'
{}-{}
Δ
Δ Δ
Δ
Δ Δ
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
X
X
X
X X
X
X X
X
X
G
G
G G
OHE
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
BUILDING 1
BUILDING 2
POOL/COURTYARD
CABANA
3'
PRIVATE DRIVE
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
24'
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
50' EXIST. ROW
(1209)
TOWN SQUARE
CONDOMINIUMS
BUILDING 1 BUILDING 1
5020
5025
5030
5035
LID
LID
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
ENTRY
6.5 ADDITIONAL
ROW (SEE PLAT)
ENTRY
ENTRY
(1323)
PANDO,
MATTHEW PAUL
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
40 EXIST. ROW
50 EXIST. ROW
50 EXIST. ROW
(1209)
TOWN SQUARE
CONDOMINIUMS
ENTRY
ENTRY
(1205)
1
8' BIKE LANE
1
1
1 3
3 1
3
8' BIKE LANE
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
7
1
1 3
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
BUILDING 2
COURTYARD
POOL/COURTYARD
CABANA
PRIVATE DRIVE
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
X
X
X
X
50' EXIST. ROW
WEST PLUM STREET
(ROW VARIES)
PRIVATE DRIVE
PROPOSED
56.5' ROW
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
BUILDING 2
BUILDING 1
EXISTING
50' ROW
BLUEBELL
STREET
WEST PLUM STREET
(ROW VARIES)
BUILDING 2
BUILDING 3
X
ASTER STREET
EXISTING
50' ROW
BUILDING 3
15' CROWN
TRANSITION
TRASH
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
BUILDING 1
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
50' EXIST. ROW
D
11.5' ADDITIONAL
ROW (SEE PLAT)
40' EXIST. ROW
WEST PLUM STREET
(ROW VARIES)
40' EXIST. ROW
ASTER
STREET
EXISTING
50' ROW
BUILDING 3
BLUEBELL
STREET
EXISTING
50' ROW
BUILDING 3
BUILDING 2
No. Revisions:
By: Date:
EXISTING CAMBRIDGE HOUSE APARTMENTS
40' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
BIKE
14' TRAVEL 14' TRAVEL
40' %%p {}-{}
EXISTING CAMBRIDGE HOUSE APARTMENTS
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
(4%) (2.5%)
(4%) (2.5%)
EXIST. EXIST.
EXIST. EXIST.
11.5'
ADD. ROW
DIMENSION
VARIES
DISTRICT AT CAMPUS WEST
6.5' PARKWAY
5'
(12.5' MIN.)
(103' MAX)
EXISTING SINGLE FAMILY HOUSE
5' MIN.
40' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
BIKE
14' TRAVEL 14' TRAVEL
40' %%p {}-{}
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
(4%) VARIES
EXIST. EXIST.
ADD. ROW
WIDTH
VARIES
DIMENSION
VARIES
(4%) VARIES
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
6.5' PARKWAY
5'
EXISTING SINGLE FAMILY HOUSE
ST ST ST ST ST
ST ST ST ST ST
G
G
G G
LID
LID
OHE
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS3
DS2
DS2 DS2
DS2
DS2
DS2 DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
CO
DS3 DS3
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(700)
SUNSTONE CONDOMINIUMS (700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
2a
2b
1a
1g
1h
1j
1k
D
ST ST ST ST ST ST
ST ST
ST
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS2 DS2
DS2 DS2
DS2 DS2
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1 DS1 DS1
DS1
CO
DS3
(1201)
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
3a
3d
3e
3f
3g
3h
OS1
OS2
3b
3c
OS5
2a
2b
2c
2e
acres
3a
0.95 0.39
1.00
acres
2a
0.95 0.70
1.00
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
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Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
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C700
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DESIGNED BY:
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SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
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THE DISTRICT AT CAMPUS WEST
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Engineering Services, Inc.
and are not to be used for
any type of construction
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a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
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REVIEW SET
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SCALE:
DATE:
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Sheet
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THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
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Engineering Services, Inc.
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the employ of Northern
Engineering Services, Inc.
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REVIEW SET
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C702
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DATE:
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Sheet
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THE DISTRICT AT CAMPUS WEST
These drawings are
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Engineering Services, Inc.
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Engineering Services, Inc.
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C704
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N/A
C. Bowen
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NOTES:
8" (MIN.) FFE TO FG
18"
MIN.
24"
SIDE VIEW
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PROJECT:
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Sheet
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THE DISTRICT AT CAMPUS WEST
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C705
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Sheet
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THE DISTRICT AT CAMPUS WEST
These drawings are
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Engineering Services, Inc.
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C706
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DATE:
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Sheet
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THE DISTRICT AT CAMPUS WEST
These drawings are
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REVIEW SET
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E N G I N E E R I N G
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THE DISTRICT AT CAMPUS WEST
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REVIEW SET
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DATE:
01/23/13
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670-001
Sheet
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THE DISTRICT AT CAMPUS WEST
These drawings are
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Engineering Services, Inc.
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REVIEW SET
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M
M
X
X
X
�.�.
�.�.
�.�.
X
�.�.
X
X
X
X X X
X X
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X
X X
X X
ST ST ST ST ST
ST ST ST ST ST ST
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
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X
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���
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BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
BUILDING 2
(REFER TO FINFROCK DRAWINGS
FOR CONTINUATION OF
ACCESSIBLE ROUTE WITHIN GARAGE)
CITY PARK AVENUE
WEST PLUM STREET
WEST PLUM STREET
ENTRY
M
M
M
X
X
X
C.O.
C.O.
C.O.
X
C.O.
X
X
X
X X X
X X
C.O.
X
X
X X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
BUILDING 1
FFE=5034.30
BUILDING 2
(REFER TO FINFROCK DRAWINGS
FOR CONTINUATION OF
ACCESSIBLE ROUTE WITHIN GARAGE)
BUILDING 3
FFE=5031.34
WEST PLUM STREET
WEST PLUM STREET
ASTER STREET
BLUEBELL STREET
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
PRELIMINAR�
NOT FOR CONSTRUCTION
REFER TO SEALED DRAWINGS IN
APPROVED BUILDING PERMIT SET
BY FINFROCK DESIGN, INC.
SCOTT AVENUE
(25' ROW)
ENTRY
FFE=5033.00
FFE=5032.50
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C800 C801
C801
ACCESSIBLE ROUTE EXHIBIT
A.Reese
N.Whitcomb
1"=30'
MATCHLINE-SEE SHEET C800
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
EXISTING ROW
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PEDESTRIAN ACCESS RAMP
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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PROPOSED ACCESSIBLE ROUTE
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
SCOTT AVENUE
(25' ROW)
ENTRY
ENTRY
ENTRY
FFE=5033.00
N�. R��������:
B�: D���:
REVIEWED BY:
N. H���
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
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NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010 01/23/13
F��� C������, C������� 80524
E N G I N E E R I N G
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C800
ACCESSIBLE ROUTE EXHIBIT
A.R����
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1"=30'
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CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
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( IN FEET )
1 ���� = ��.
30 0 30 F���
30
60 90
LEGEND:
NORTH
EXISTING ROW
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PEDESTRIAN ACCESS RAMP
N�. R��������:
B�: D���:
REVIEWED BY:
N. H���
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
S����
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THE DISTRICT AT CAMPUS WEST T���� �������� ���
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
200 S���� C������ A�����, S���� 010 01/23/13
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C800 C801
MATCHLINE-SEE SHEET C801
PROPOSED ACCESSIBLE ROUTE
D:��������670-001�D���E��������670-001�A����� R���� E������.���, 1/23/2013 4:54:09 PM
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE
INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL
BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER
REMOVAL OF INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
BMP WIDTH VARIES BMP WIDTH VARIES
BMP WIDTH VARIES BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
SILT FENCE
NOT TO SCALE
SF
CURB INLET PROTECTION
NOT TO SCALE
IP
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
WATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%CURB INLET WATTLE PROTECTION SETUP%
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{IMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE CHECKDAMS SETUP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED.
THE
STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS SIGN EXCEPT "CONSTRUCTION AT VTC ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
SF
1
C709
3
C709
2
C709
4
C709
5
C709
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
INLET
PLAN VIEW
ENTRENCH 3"
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
IP
NOT TO SCALE
6 DROP INLET PROTECTION
C709
WP
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
FL
or
FL
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
THICKNESS
ASPHALT
DESIGNED
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
ASPHALT PAVING DETAIL (CROSSPAN)
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710
DRAWING
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
TO R.O.W. AT
EXTEND CONC.
PRIVATE DRIVES
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45� from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
Varies
CONCRETE BUS PAD - ATTACHED
Street
Do not construct
in wheel lane.
1/2" Expansion Joint Material (typical)
Attached Sidewalk (width variable)
10" min.
2"
11'-0"
2'-0"
6" Thick Curb
ASPHALT
A A
Lip
F
BOC
BOW
Existing 2'-0" Gutter
1/2" Pre-formed Sealed
Expansion Joint Material
50'-0"
min
Contraction Joint
10'-0"
Flow Line
SECTION A-A
(Typ)
Existing Sidewalk
Taper in accordance
with the Table below.
NOTE:
1. Length of bus pad varies as directed by the Local Entity.
2. All pads shall be a minimum of 10" thick concrete.
12'-0"
or Lane
Width
2'-0"
CONCRETE BUS PAD - DETACHED
Concrete
in wheel lane.
Do not construct
6"
1/2" Expansion Joint Material (typical)
L T.C.
F
Lip
BUS BAY TRANSITION LENGTHS Detached Sidewalk
SPEED LIMIT LEAD IN LENGTH (Li) (FT.) LEAD OUT LENGTH (Lo) (FT.)
<35 60 60
40 100 70
45 150 80
50 200 90
55 250 100
(width variable)
Lo
15' R
Li
FL
*
Joints
15' R
Provide Curved Connections
R=15'
The Local Entity Transit
Authority shall specify
this length.
*
BUS BAY
BUS STOP
L
BUS BAY AND STOP STANDARD
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 711
DRAWING
2'-0"
6"
10'-0"
min.
10'-0"
2'-0"
Varies
Street
12'-0"
or Lane
Width
Concrete
L T.C.
F
Lip
10'-0"
min.
10'-0"
2'-0"
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
Transition back of walk (typ.)
Broom finish Broom finish
*
SECTION A-A
MID-BLOCK LOCATION
(min.)
6'
1:12
Slope
(max.)
1:25** slope (max.)
Flowline
(min.)
(max.)
Slope
1:12
5'
A
Slope
1:25
(max.)
6'
Wood float finish thru ramp
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
(min.)
6'
1:25
(max.)
Slope
(max.)
A
A
4'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Broom finish
6"
*
BACK OF WALK / LANDING
Curb (optional)
6"
(min.)
(min.)
6"
Walk
Curb
Gutter
NOTES:
1. * 6" Thickness applies to entire ramp area.
2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12
with 1:20 on the truncated dome warning.)
3. See CONST. DWG. 1606(�) ��� 1607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 ��� 1616 for Loveland.
2'-0" 6"
Walk
Gutter
Curb
Only if needed
(min.)
6'
(min.)
or same
width as
the widest
walk
6' (max.)
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
at the corners of the
truncated dome warning
curb
0"
curb
6"
curb
0"
curb
6"
truncated dome warning
detection
Warning Detection
Truncated Dome
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1603
URBAN AREA
LARIMER COUNTY
ACCESS RAMP DETAILS
CONSTRUCTION
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to C������ 25for minimum removal dimensions.
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
Ramp if necessary
1:12
max.
BOW
Expansion joint if drive
continues as concrete
WALK
6"
(max.)
1/2"
2"R.
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
{COMPOSITE PAVEMENT SECTION}
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE
{GEOTECHNICAL ENGINEERING REPORT "THE DISTRICT AT CSU".} BY TERRACON CONSULTANTS, INC. DATED NOVEMBER 2, 2011 (PROJ. NO.
20115026), AND ANY SUBSEQUENT ADDENDA.
2.REFER TO PLANS BY RIPLEY DESIGN, INC. FOR PAVER COLOR, TYPE, PATTERN, AND LOCATION.
3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE: SECTION SHALL MEET THE SAME
STRUCTURAL REQUIREMENTS AS 'HEAVY DUTY' ABOVE)
4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW
MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET.
5.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN
PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT.
{CONCRETE PAVEMENT SECTION }
6" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
5" HOT BITUMINOUS
PAVEMENT
(S OR SX)
TRAFFIC CORRIDORS
6" CONCRETE
{PERMEABLE PAVER SECTION }
2" BEDDING
SUB-BASE DEPTH VARIES, SEE TABLE
SUB-GRADE
{}" JOINTS
HAND TIGHT
4" BASE
12"
10"
NOT TO SCALE
1
C706
PAVING SECTIONS (PRIVATE AREAS OUTSIDE OF ROW)
NOT TO SCALE
2
C706
PERMEABLE PAVER EDGE RESTRAINT
(ABUTTING LANDSCAPING)
NON-WOVEN
GEOTEXTILE
FABRIC
24"-36"
2"4"
VARIES,
SEE DETAIL 1
THIS SHEET
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
BEDDING
COURSE
(NO. 8)
{ECO-VENETIAN STONE
BY PAVESTONE OR
APPRVOED EQUAL}
12" EDGE RESTRAINT
24"
10"
2" CONCRETE/
ASPHALT
NON-WOVEN
GEOTEXTILE
FABRIC
24"-36" SUBGRADE
BEDDING
COURSE
(NO. 8)
NOT TO SCALE
3
C706
PERMEABLE PAVER EDGE RESTRAINT
(ABUTTING PAVEMENT)
{12" EDGE RESTRAINT}
2"
{24" EDGE RESTRAINT}
3" CLR
{COMPOSITE PAVEMENT SECTION} {CONCRETE PAVEMENT SECTION }
PARKING AREAS
6"
AGGREGATE
BASE
COURSE
(CLASS 5 OR
4" HOT BITUMINOUS
PAVEMENT
(S OR SX)
6" CONCRETE
APPROVED
SUBGRADE
APPROVED
SUBGRADE
APPROVED
SUBGRADE
APPROVED
SUBGRADE
ECO-VENETIAN STONE BY PAVESTONE OR APPRVOED EQUAL
{ECO-VENETIAN STONE
BY PAVESTONE OR
APPRVOED EQUAL}
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STREET INTERSECTION CROSSPAN
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
* *
LENGTH
(for monolithic pour)
4"
VARIES,
SEE DETAIL 1
THIS SHEET
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
SUB-BASE DEPTH TABLE
LOCATION DEPTH
BUILDING 1 WEST COURTYARD 54"
BUILDING 1 EAST COURTYARD 50"
DRIVE BETWEEN BUILDINGS 1&2 36"
BUILDING 3 COURTYARD 31"
TABLE 25-1 - MINIMUM PATCH REQUIREMENTS
(PER LCUASS)
Minimum Asphalt Thickness
(for full depth asphalt pavement only)
Minimum Widths
(Transverse Patches)
Residential - 6 inches 2" grading S on 4" grading SG Residential - 5 feet
Collector - 8 inches 2" grading S on 6" grading SG Collector - 8 feet
Arterial - 10 inches 3" grading S on 7" grading SG Arterial - 10 feet
NOT TO SCALE
4
C706
MINIMUM PATCH REQUIREMENTS
{NOTES:
}1.THE ABOVE TABLE HAS BEEN TAKEN DIRECTLY FROM CHAPTER 25 OF THE
LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). CONTRACTOR
SHALL FOLLOW ALL LCUASS REQUIREMENTS WHEN CUTTING AND PATCHING PUBLIC
STREETS.
GEOMEMBRANE LINER WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER
4"
VARIES,
SEE DETAIL 1
THIS SHEET
BASE COURSE
(NO. 57)
{CONCRETE WALK}
GEOMEMBRANE LINER WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER
12" CONCRETE ANCHOR
VARIES,
SEE DETAIL 1
THIS SHEET
TOPSOIL 18"
PLANTING
BEDS2" 1"
12" CONCRETE ANCHOR
BEDDING COURSE
NO. 8
BASE COURSE
NO. 57
NON-WOVEN GEOTEXTILE
FILTER FABRIC
GEOMEMBRANE LINER WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER
VARIES,
SEE DETAIL 1
THIS SHEET
2" 9" 1"
12" CONCRETE ANCHOR
BEDDING COURSE
NO. 8
BASE COURSE
NO. 57
NON-WOVEN GEOTEXTILE
FILTER FABRIC
SUB-BASE
COURSE NO. 2
SUB-BASE
COURSE NO. 2
TOPSOIL
AND SOD
12"
10"
{12" CONCRETE ANCHOR}
24"-36" GEOMEMBRANE LINER WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER
2"4"
VARIES,
SEE DETAIL 1
THIS SHEET
SUB-BASE
COURSE (NO. 2)
BASE COURSE
(NO. 57)
BEDDING
COURSE
(NO. 8)
{ECO-VENETIAN STONE
BY PAVESTONE OR
APPRVOED EQUAL}
12" EDGE RESTRAINT
12" CONCRETE ANCHOR
NOT TO SCALE
5
C706
DETENTION LINER ANCHOR CONDITIONS
DETENTION UNDER PLANTERS DETENTION UNDER SOD
DETENTION UNDER PAVERS DETENTION UNDER CONCRETE
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
ALTERNATE BASE POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
1" GROUT ADJUSTMENT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO RISER
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE 1
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
8 IN.
1 FT.
5 IN.
SLOPE
1 IN./FT. 18 IN. MAX
2 IN.
8 IN. MIN.
ASTM C-478
AS NEEDED
PROVIDE 5'X5' SQUARE CONCRETE PAVEMENT SECTION OVER MODIFIED MANHOLE STRUCTURE
NOT TO SCALE
1
C705
MODIFIED SHALLOW MANHOLE DETAIL
{NOTES:}
1.REFER TO CITY DETAIL D-4 FOR MANHOLE SIZING
REQUIREMENTS.
2.MANHOLE MAY BE PRECAST OR CAST-IN-PLACE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
APPROVAL FOR EITHER METHOD.
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
PLAN VIEW
A
A
B B
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR PIPE O.D.
3 IN.
CIR.
I.CONCRETE D.D PIPE
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
PIPE
AROUND
#4
12 IN. MIN.
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
NOT TO SCALE
2
C705
OUTLET STRUCTURE DETAILS
FINISHED GRADE CONCRETE
48"
42"
STAINLESS STEEL 42"
ANCHOR BOLTS
@12" O.C. MIN.
5/16" THICK
GALVANIZED
STEEL PLATE
3/4" BOTTOM OF
ORIFICE TO BOTTOM
OF PLATE
100-YR ORIFICE
PLATE CENTERED
OVER OPENING IN
WALL FOR OUTLET PIPE
100-YR ORIFICE PLATE DETAIL
SEE TABLE FOR DIA.
OUTLET PIPE
OUTER DIA. + 6"
OUTLET PIPE
OUTER DIA. + 3"
FINISHED GRADE
ORIFICE PLATE SUMMARY TABLE
STRUCTURE ORIFICE DIA. PLATE
LOCATION
STRUCTURE 1-7 2-5/8" UPSTREAM INVERT (N)
STRUCTURE 1-8 3-1/2" UPSTREAM INVERT (N)
BUILDING 2 - DETENTION VAULT 3-1/2" **
BUILDING 2 - SAND FILTER 7/8" **
STRUCTURE 1-6 4-3/8" UPSTREAM INVERT (N)
** BLDG FOR LOCATION 3 OF OUTLET ORIFICE PLATE REFER TO SHEET A304 OF DISTRICT 5-1/AT CAMPUS 2" WEST PARKING GARAGE UPSTREAM BY FINFROCK INVERT (N)
NOT TO SCALE
3
C705
PERMEABLE SUB-BASE TYPICAL DOWNSPOUT CONNECTION
4
C705
PVC PIPE BOOT
NOT TO SCALE
NOTE:
CONTRACTOR SHALL BID AN ALTERNATE DECORATIVE IRON COVER
(COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER). ALL
COVERS SHALL BE PEDESTRIAN RATED. SHOP DRAWINGS AND
SPECIFICATIONS FOR ALL COVERS LOCATED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE PROVIDED TO THE CITY OF FORT COLLINS
FOR APPROVAL PRIOR TO PURCHASING.
NOTE:
ALL COVERS LOCATED WITHIN PUBLIC OR PRIVATE SIDEWALKS SHALL
BE PEDESTRIAN RATED. CONTRACTOR SHALL BID AN ALTERNATE
DECORATIVE IRON COVER (COORDINATE WITH LANDSCAPE
ARCHITECT AND OWNER) FOR SUCH INSTANCES. SHOP DRAWINGS
AND SPECIFICATIONS FOR ALL DECORATIVE PEDESTRIAN COVERS
LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROVIDED TO
THE CITY OF FORT COLLINS FOR APPROVAL PRIOR TO PURCHASING.
NOT TO SCALE
5 WATER QUALITY PLATES
C705
ELEV. ELEV. A B ((POND WCQU INV.ELEV.) )
ELEV. C
SPILL ELEV.
D{WQ (12" MIN.) }
Ls
Ws
Wo WQ
HOLE DIA.
# OF ROWS
# OF COLUMNS
5034.25
5035.75
N/A
N/A
18"
N/A
N/A
3"
0.50 in
4
1
STAINLESS
STEEL
ANCHOR
ELEV. BOLT 1A/4" (TYP.(MIN.) THICK )
STEEL FLOW CONTROL
PLATE
WATER QUALITY
(WQ)
HOLE (TYP.). SEE
TABLE
4"
(TYP.)
3"
(TYP.)
ELEV. B
Wp
(Wo+6")
Wo
1'
(MAX.)
BOTTOM ROW OF
HOLES TO BE AT
INVERT OF PLATE
CONCRETE
5034.25 (BY OTHERS)
5035.75
FLOW CONTROL PLATE
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
3/8 IN. BRASS SCREW-18 IN. O.C.
W/ COUNTERSUNK HEAD FLUSH
W/ PLATE
5/8 IN.
GALVANIZED
PLATE
ANCHOR-18 IN. O.C.
NO. 3 REBAR
ANGLE
GALVANIZED 3x2x3/8 IN. 3 IN.
2 FT. 0 IN.
3 IN. 3 IN.
2:1 SLOPE
3 FT. 0 IN.
5 FT. 6 IN.
4 5/8 IN.
6 IN. MIN.
7 1/2 IN.
2:1 SLOPE
PLACE FIRST SCREW
SEE DETAIL "A" OF PLATE 6 IN. FRONT EDGE
10 FT. 0 IN.
RAISED PATTEREN NON-SKID GALV.
5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN.
STEEL PLATE (AASHTO M-111)
SECTION A-A
1/2 IN. FLOWLINE (AS SHOWN ON PLANS)
6 IN.
2 FT. 0 IN.
4 FT. 6 IN.
SLOPE PLATE TO MATCH
SIDEWALK
6 IN. 4 FT. 0 IN.
6 IN.
FL
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/12/00 D-10
METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK
DETAIL "A"
PLAN VIEW
A
A
B B
x x x
x x
x
x
x x
x x x
x x
x x x
x x
MIN. SECTION
SECTION B-B
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STREET INTERSECTION GUTTER DETAIL WITH CROSS PAN
12/22/00 D-14
NBJ
GENERAL NOTES:
PLAN VIEW
1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED
IN RADIUS AND PAN.
2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL
STREET.
3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND
COLLECTOR STREETS.
CONTROL
JOINTS
1/2 IN. EXPANSION
JOINT
CENTRAL
JOINTS
FLOW
LINE
CONTROL
JOINTS
CONTROL JOINT REQUIRES
FOR PANS OVER 40 FT
RAD.
RAD.
ROADWAY WIDTH
A
A
4 FT. WALK 4 FT. WALK
JOINTS
CONTROL
FLOW
LINE
JOINT 1/2 IN. EXPANSION
PLAN VIEW
JOINTS
CENTRAL 1/2 IN. JOINT EXPANSION
RAD.
FLOWLINE
A JOINT 1/2 IN. EXPANSION
FLOW
LINE
CONTROL
ROADWAY WIDTH
JOINTS CONTROL CONTROL FOR PANS JOINT OVER REQUIRES 40 FT
WALK
A
JOINTS
WALK
RAD.
JOINTS
CONTROL
3 FT.
3 FT.
SECTION A-A
3 FT.3 FT.
3
FT.
6 FT.
6 5/8 IN. 3 FT. 6 IN. 3 FT. 6 IN. X 6 5/IN.8 IN. -10/10 wwf
VERTICAL CURB, GUTTER AND SIDEWALK
DRIVE-OVER CURB, GUTTER AND SIDEWALK
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
4' 6"
6"
2' 6"
N.T.S.
6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
3' 6"
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
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8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
T
S
A
L
P
O
L
Y
N
D
U
C
T
I
L
E
I
R
O
N
T
S
A
L
P
O
L
Y
N
D
U
C
T
I
L
E
I
R
O
N
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS
5: TO CHANGE DIRECTION
A�
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
NYLOPLAST CLEANOUT END CAP
ADJUST GRADE PER ENGINEERS
PLAN
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION MOLDED
WT TEE
FUSED PE 3608/3408 DR-17 PIPE
AND INTEGRAL FITTINGS
PROVIDE 4"x4" CUTOUT FOR
EMERGENCY OVERFLOW
BUILDING
FACE
FINISHED GRADE
HEAT TRACE
(RE: ELECTRICAL PLANS)
RUN VERTICAL PE 3608/3408 DR-17 PIPE
8" ABOVE GRADE AND PROVIDE DOWNSPOUT
TO CIRCULAR 6" DIAMETER PIPE ADAPTER
NOT TO SCALE
1
C704
TYPICAL NYLOPLAST INSTALLATION DETAILS
NOTE:
CONTRACTOR SHALL BID AN ALTERNATE
DECORATIVE IRON GRATE (COORDINATE WITH
LANDSCAPE ARCHITECT AND OWNER). SHOP
DRAWINGS AND SPECIFICATIONS SHALL BE
PROVIDED TO THE CITY OF FORT COLLINS FOR
APPROVAL PRIOR TO PURCHASING.
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
NOT TO SCALE
2
C704
PRIVATE CLEANOUT
SLOPE TO MATCH
GRADE AS REQ'D
HARDSCAPE AREAS
NTS
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF PIPE
COUPLING
SRV. PIPE
45
ELBOW
45 WYE
VARIES
COMPACTED MATERIAL GRANULAR
SLIP
VALVE BOX AND COVER
SCREW-ON WATER
TIGHT PLUG
2'x2'x6" DEEP
CONCRETE COLLAR
(COORD. W/ LANDSCAPE)
ELBOW COMPACTED GRANULAR
45 WYE
4"-45
6"x6"x4"
GRADE AS REQ'D
w/ BELL
TO PIPE MATE CUT
VARIES
FLOW
SLOPE TO MATCH
MATERIAL
OVER CLEANOUT
SLIP COUPLING
OF PIPE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
{CLEANOUT REQUIREMENTS:} {
1.WATER-TIGHT CAPS SHALL BE PROVIDED ON ALL CLEANOUTS.
2.ALL COVERS LOCATED WITHIN HARDSCAPE AREAS SHALL BE PEDESTRIAN RATED. CONTRACTOR SHALL BID AN ALTERNATE DECORATIVE
IRON COVER (COORDINATE WITH LANDSCAPE OWNER) FOR SUCH INSTANCES.
3.CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
4.CLEANOUTS SHALL BE CONSTRUCTED SO THAT URFACE LOAD WILL NOT BE TRANSFERRED TO THE MAIN.
5.NOT FOR USE IN PUBLIC RIGH-OF-WAY.}
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
��
���� �������
U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
�������
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LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
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VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
12 IN. MIN.
12 IN. MIN.
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
NOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
12 IN. MIN.
1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
PIPE O.D. + 8 IN.
1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
PIPE O.D.
12 IN. MIN.
OR 6 IN. MIN.
1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
PIPE O.D.
12 IN. MIN.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
PIPE O.D.
1/OR 8 4 PIPE IN. MIN. O.D.
PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
NOTE:
ALL COVERS LOCATED WITHIN PUBLIC OR PRIVATE SIDEWALKS SHALL
BE PEDESTRIAN RATED. CONTRACTOR SHALL BID AN ALTERNATE
DECORATIVE IRON COVER (COORDINATE WITH LANDSCAPE
ARCHITECT AND OWNER) FOR SUCH INSTANCES. SHOP DRAWINGS
AND SPECIFICATIONS FOR ALL DECORATIVE PEDESTRIAN COVERS
LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROVIDED TO
THE CITY OF FORT COLLINS FOR APPROVAL PRIOR TO PURCHASING.
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
1 1/2" CAP
PLAN VIEW
6. METER INSTALLATION DESIGN FOR 6 IN. AND LARGER METERS SHALL BE DETERMINED BY THE UTILITY.
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
TEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
PLAN VIEW
48" DIA.
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%GENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
UTILITY BEING CROSSED
THRUST BLOCK (TYP.)
GRAVITY
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2 L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
WATER MAIN
SIZE (INCHES)
BENDS
45 22 1/2
6
8
10
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(REQUIRED FOR VERTICAL BEND GRAVITY
ANCHORS FOR 150 P.S.I. PRESSURE).
NOTE:
ACTUAL PRESSURE
150
GRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT.
STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING.
WITH CASING SPACERS
CARRIER PIPE SUPPORTED
CASING SPACERS
CARRIER PIPE
BELL OF PIPE
CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS.
(REF. SECTION 02224)
CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER.
4.
3.
2.
NOTES
1.
6 FT. SPACING FOR PVC
ON LESS THAN 48 IN. DIA.
10 FT. SPACING
CASING SEAL SIDE VIEW
END VIEW
STEEL CASING
STEEL CASING
1 IN. MAX.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STEEL CASING
7
4/8/11
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
past the meter pit.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%GENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
POURED INVERT
1 IN. MIN.
SLOPE
PRECAST MANHOLE BASE
ALTERNATE BASE
6 IN.
8 IN. MIN
8 IN. MIN.
2 IN. MIN.
PIPE SIZE MIN. MANHOLE
MANHOLE SHALL BE AS FOLLOWS:
MINIMUM INSIDE DIAMETER OF
OVER 30 INCHES
18 IN. TO 30 IN.
15 IN. OR LESS
DIAMETER
72 IN.
60 IN.
48 IN.
PRE-FORMED PLASTIC GASKET
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
12 IN.
6 IN.
5 FT. MAX.
1 IN./FT.
SLOPE
18 IN. MAX.
MANHOLE RUNGS
12 IN. O.C. AS NEEDED
SEE TABLE
FINISHED GRADE
16 IN. MAX.
28 IN. MAX.
CAST-IN-PLACE CONCRETE BASE
ASTM C-478 MANHOLE SECTIONS
OF CONICAL TOP ASTM C-478
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP
SECTION SHALL HAVE A CONCENTRIC OPENING.
2 IN. MIN.
FLAT SLAB TOP SECTION IN LIEU
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
FLAT-TOP MANHOLE
WW-5
NBJ
4/11/11
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
W/ SEWER STAMPED ON LID
VALVE BOX
6" MIN
WATER TIGHT SCREW CAP
4"
HARD ASPHALT SURFACE OR OTHER
FLOW DIRECTION
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
acres
OS5
0.86 0.64
1.00
acres
OS2
0.86 0.18
1.00
acres
OS1
0.73 0.05
0.91
acres
OS3
0.94 0.10
1.00
acres
OS4
0.94 0.09
1.00
acres
3b
0.95 0.09
1.00
acres
3c
0.95 0.01
1.00
acres
3d
0.52 0.06
0.64
acres
3f
0.68 0.05
0.84
acres
3e
0.60 0.06
0.76
acres
3h
0.67 0.05
0.83
acres
3g
0.25 0.05
0.31
acres
2b
0.88 0.16
1.00
acres
2d
0.31 0.06
0.39
acres
2c
0.91 0.09
1.00
acres
2e
0.44 0.05
0.55
acres
2f
0.59 0.08
0.73
acres
OS0
0.95 0.13
1.00
IP
IP
IP
WP
VTC
OS3
OS4
VTC
BUILDING 2
FFE=5033.34
FFE=5033.00
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
FFE=5032.50
BUILDING 3
FFE=5031.34
BLUEBELL STREET
(50' ROW)
WP
WP
WP
WP
WP WP
RS
RS RS
RS
IP
IP
IP
VTC
2f
VTC
IP
WP WP WP
2d
WP
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C601
CONTROL PLAN
DRAINAGE AND EROSION
H. Feissner
H. Feissner
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED CONTOURS
80
79
EXISTING TREES
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION EXISTING CONCRETE
PROPOSED EASEMENT
A
A
1.23 ac
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
NOTES:
1.REFER TO THE "FINAL DRAINAGE REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 23, 2012 FOR ADDITIONAL
INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
3.REFER TO FINFROCK DRAWINGS FOR DETAILS OF DETENTION VAULT IN BUILDING 2 PARKING GARAGE.
WATTLE PROTECTION WP
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PROPOSED PERMEABLE SUB-BASE
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-��
T�
(���)
100-��
T�
(���)
Q2
(���)
Q100
(���)
Basin 1 1.70 0.82 1.00 7.9 7.6 3.44 14.58
Basin 2 1.20 0.85 1.00 8.6 8.2 2.39 10.05
Basin 3 0.81 0.78 0.97 5.4 5.0 1.79 7.81
1a 1a 0.38 0.95 1.00 5.0 5.0 1.04 3.83
1b 1b 0.31 0.95 1.00 5.0 5.0 0.84 3.10
1c 1c 0.23 0.95 1.00 5.0 5.0 0.64 2.34
1d 1d 0.04 0.28 0.35 5.0 5.0 0.03 0.14
1e 1e 0.04 0.25 0.31 5.0 5.0 0.03 0.13
1f 1f 0.02 0.25 0.31 5.0 5.0 0.01 0.06
1g 1g 0.01 0.95 1.00 5.0 5.0 0.03 0.12
1h 1h 0.21 0.74 0.92 5.0 5.0 0.44 1.91
1i 1i 0.09 0.53 0.67 5.0 5.0 0.14 0.61
1j 1j 0.07 0.77 0.96 5.0 5.0 0.15 0.67
1k 1k 0.03 0.48 0.59 5.0 5.0 0.04 0.16
2a 2a 0.70 0.95 1.00 5.0 5.0 1.90 6.98
2b 2b 0.16 0.88 1.00 5.0 5.0 0.41 1.63
2c 2c 0.09 0.91 1.00 5.0 5.0 0.23 0.88
2d 2d 0.06 0.31 0.39 5.0 5.0 0.06 0.25
2e 2e 0.05 0.44 0.55 5.2 5.0 0.06 0.27
2f 2f 0.08 0.59 0.73 5.0 5.0 0.13 0.58
3a 3a 0.39 0.95 1.00 5.0 5.0 1.04 3.84
3b 3b 0.09 0.95 1.00 5.0 5.0 0.24 0.88
3c 3c 0.01 0.95 1.00 5.0 5.0 0.03 0.12
3d 3d 0.06 0.52 0.64 5.0 5.0 0.09 0.39
3e 3e 0.06 0.60 0.76 5.6 5.2 0.09 0.41
3f 3f 0.05 0.68 0.84 5.0 5.0 0.09 0.41
3g 3g 0.05 0.25 0.31 5.0 5.0 0.03 0.15
3h 3h 0.05 0.67 0.83 5.0 5.0 0.10 0.45
OS0 OS0 0.13 0.95 1.00 5.0 5.0 0.35 1.28
OS1 OS1 0.05 0.73 0.91 5.6 5.4 0.10 0.46
OS2 OS2 0.18 0.86 1.00 5.0 5.0 0.45 1.83
OS3 OS3 0.10 0.94 1.00 5.0 5.0 0.26 0.98
OS4 OS4 0.09 0.94 1.00 5.0 5.0 0.25 0.94
OS5 OS5 0.64 0.86 1.00 8.5 8.2 1.33 5.37
OS5 1j & OS5 0.71 0.85 1.00 8.5 8.2 1.46 5.96
OS4 2d & OS4 0.16 0.68 0.85 5.0 5.0 0.31 1.36
OS3 3h & OS3 0.15 0.84 1.00 5.0 5.0 0.37 1.53
OS5 1j,2d,3h,OS3,OS4 & OS5 1.02 0.83 1.00 8.5 8.2 2.03 8.58
OS1 3f & OS1 0.10 0.70 0.88 5.6 5.4 0.19 0.87
OS2 3e,3f,OS0,OS1,OS2 0.47 0.82 1.00 5.0 5.0 1.10 4.65
OS2 1j,2d,3e,3f,3h,OS0 thru OS5 1.49 0.82 1.00 11.2 10.9 2.62 11.29
DETENTION POND SUMMARY
T�������� A���(�) P���
L�������
VOLUME
REQUIRED
(��-��)
VOLUME
PROVIDED
(��-��)
RELEASE
RATE (���) DETENTION METHOD WATER QUALITY METHOD
1a & 1h 1h 0.082 0.082 0.71 Permeable Pavers Permeable Pavers
1b & 1i 1i 0.062 0.100 0.40 Permeable Pavers Permeable Pavers
2a 2a 0.130 0.130 0.50 Detention Vault w/in Building 2 Sand Filter
1c thru 1g, 2e & 2f 2e & 2f 0.058 0.059 0.45 Permeable Pavers Permeable Pavers
3a & 3d 3d 0.033 0.036 1.33 Permeable Pavers Permeable Pavers
ROCK SOCK RS
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C600 C601
MATCHLINE
SEE SHEET C600
1i
1f
2e
1b
acres
2a
0.95 0.70
1.00
acres
1a
0.95 0.38
1.00
acres
1b
0.95 0.31
1.00
acres
2e
0.44 0.05
0.55
acres
2f
0.59 0.08
0.73
acres
1c
0.95 0.23
1.00
acres
1h
0.74 0.21
0.92
acres
1i
0.53 0.09
0.67
acres
1j
0.77 0.07
0.96
acres
1j
0.77 0.07
0.96
acres
1g
0.95 0.01
1.00
acres
1k
0.48 0.03
0.59
acres
1f
0.25 0.02
0.31
acres
1e
0.25 0.04
0.31
acres
1d
0.28 0.04
0.35
1c
IP
IP
50' EXIST. ROW
BUILDING 1
FFE=5036.80 BUILDING 1
FFE=5034.30
BUILDING 2
FFE=5033.34
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
BUILDING 1
FFE=5035.30
WEST PLUM STREET
(ROW VARIES)
WP WP
WP
WP
WP
RS
RS
RS
RS
IP
2f
VTC
IP
1e
1d
IP WP
No.
Revisions: By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C600
CONTROL PLAN
DRAINAGE AND EROSION
H. Feissner
H. Feissner
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROPOSED CONTOURS
80
79
EXISTING TREES
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION EXISTING CONCRETE
PROPOSED EASEMENT
A
A
1.23 ac
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
NOTES:
1.REFER TO THE "FINAL DRAINAGE REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 23, 2012 FOR ADDITIONAL
INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
3.REFER TO FINFROCK DRAWINGS FOR DETAILS OF DETENTION VAULT IN BUILDING 2 PARKING GARAGE.
WATTLE PROTECTION WP
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PROPOSED PERMEABLE SUB-BASE
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-��
T�
(���)
100-��
T�
(���)
Q2
(���)
Q100
(���)
Basin 1 1.70 0.82 1.00 7.9 7.6 3.44 14.58
Basin 2 1.20 0.85 1.00 8.6 8.2 2.39 10.05
Basin 3 0.81 0.78 0.97 5.4 5.0 1.79 7.81
1a 1a 0.38 0.95 1.00 5.0 5.0 1.04 3.83
1b 1b 0.31 0.95 1.00 5.0 5.0 0.84 3.10
1c 1c 0.23 0.95 1.00 5.0 5.0 0.64 2.34
1d 1d 0.04 0.28 0.35 5.0 5.0 0.03 0.14
1e 1e 0.04 0.25 0.31 5.0 5.0 0.03 0.13
1f 1f 0.02 0.25 0.31 5.0 5.0 0.01 0.06
1g 1g 0.01 0.95 1.00 5.0 5.0 0.03 0.12
1h 1h 0.21 0.74 0.92 5.0 5.0 0.44 1.91
1i 1i 0.09 0.53 0.67 5.0 5.0 0.14 0.61
1j 1j 0.07 0.77 0.96 5.0 5.0 0.15 0.67
1k 1k 0.03 0.48 0.59 5.0 5.0 0.04 0.16
2a 2a 0.70 0.95 1.00 5.0 5.0 1.90 6.98
2b 2b 0.16 0.88 1.00 5.0 5.0 0.41 1.63
2c 2c 0.09 0.91 1.00 5.0 5.0 0.23 0.88
2d 2d 0.06 0.31 0.39 5.0 5.0 0.06 0.25
2e 2e 0.05 0.44 0.55 5.2 5.0 0.06 0.27
2f 2f 0.08 0.59 0.73 5.0 5.0 0.13 0.58
3a 3a 0.39 0.95 1.00 5.0 5.0 1.04 3.84
3b 3b 0.09 0.95 1.00 5.0 5.0 0.24 0.88
3c 3c 0.01 0.95 1.00 5.0 5.0 0.03 0.12
3d 3d 0.06 0.52 0.64 5.0 5.0 0.09 0.39
3e 3e 0.06 0.60 0.76 5.6 5.2 0.09 0.41
3f 3f 0.05 0.68 0.84 5.0 5.0 0.09 0.41
3g 3g 0.05 0.25 0.31 5.0 5.0 0.03 0.15
3h 3h 0.05 0.67 0.83 5.0 5.0 0.10 0.45
OS0 OS0 0.13 0.95 1.00 5.0 5.0 0.35 1.28
OS1 OS1 0.05 0.73 0.91 5.6 5.4 0.10 0.46
OS2 OS2 0.18 0.86 1.00 5.0 5.0 0.45 1.83
OS3 OS3 0.10 0.94 1.00 5.0 5.0 0.26 0.98
OS4 OS4 0.09 0.94 1.00 5.0 5.0 0.25 0.94
OS5 OS5 0.64 0.86 1.00 8.5 8.2 1.33 5.37
OS5 1j & OS5 0.71 0.85 1.00 8.5 8.2 1.46 5.96
OS4 2d & OS4 0.16 0.68 0.85 5.0 5.0 0.31 1.36
OS3 3h & OS3 0.15 0.84 1.00 5.0 5.0 0.37 1.53
OS5 1j,2d,3h,OS3,OS4 & OS5 1.02 0.83 1.00 8.5 8.2 2.03 8.58
OS1 3f & OS1 0.10 0.70 0.88 5.6 5.4 0.19 0.87
OS2 3e,3f,OS0,OS1,OS2 0.47 0.82 1.00 5.0 5.0 1.10 4.65
OS2 1j,2d,3e,3f,3h,OS0 thru OS5 1.49 0.82 1.00 11.2 10.9 2.62 11.29
DETENTION POND SUMMARY
T�������� A���(�) P���
L�������
VOLUME
REQUIRED
(��-��)
VOLUME
PROVIDED
(��-��)
RELEASE
RATE (���) DETENTION METHOD WATER QUALITY METHOD
1a & 1h 1h 0.082 0.082 0.71 Permeable Pavers Permeable Pavers
1b & 1i 1i 0.062 0.100 0.40 Permeable Pavers Permeable Pavers
2a 2a 0.130 0.130 0.50 Detention Vault w/in Building 2 Sand Filter
1c thru 1g, 2e & 2f 2e & 2f 0.058 0.059 0.45 Permeable Pavers Permeable Pavers
3a & 3d 3d 0.033 0.036 1.33 Permeable Pavers Permeable Pavers
ROCK SOCK RS
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C600 C601
MATCHLINE
SEE SHEET C601
13' MIN.
EXISTING SINGLE FAMILY HOUSE EXISTING SINGLE FAMILY HOUSE
50' ROW
20' %%p {}-20' %%p -{}
7'
PARK
7'
13' TRAVEL 13' TRAVEL PARK
40' %%p {}-{}
DIMENSION
VARIES
DIMENSION
VARIES
7'
PARK
EXISTING 50' ROW
20' {}-20' 13' -TRAVEL {}
40' {}-{}
VARIES VARIES
(3%) (3%)
PROP. PROP.
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
DISTRICT AT CAMPUS WEST
4.5' 4.5'
(8' MIN.)
(13' MAX.) (10' MIN.)
(25' MAX.)
EXISTING SINGLE FAMILY HOUSE
EXISTING SINGLE FAMILY HOUSE
13' TRAVEL
7'
PARK
50' ROW
20' %%p {}-20' %%p -{}
7'
PARK
7'
13' TRAVEL 13' TRAVEL PARK
40' %%p {}-{}
DIMENSION VARIES 7'
PARK
EXISTING 50' ROW
19' TRAVEL
33' {}-{}
20' {}-
7'
PARK
(1.5%) (3%)
1.2%
5.00
PROP.
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
6.5' PARKWAY
5'
(10' MIN.)
(35' MAX)
20' MIN.
EXISTING SINGLE FAMILY HOUSE
50' ROW
20' %%p {}-20' %%p -{}
6'
BIKE
6'
14' TRAVEL 14' TRAVEL BIKE
40' %%p {}-{}
(4%) (3%)
EXIST. EXIST.
DIMENSION VARIES
DIMENS
ION
8'
BIKE
8'
BIKE
EXISTING 50' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
6.5' ADD. ROW
DIMENSION VARIES
(4%) (3%)
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
6.5' PARKWAY
5'
(8' MIN.)
5.5'
(MIN.)
EXISTING SINGLE FAMILY HOUSE
50' ROW
22' %%P {}-22' %%P -{}
8'
PARK
8'
14' TRAVEL 14' TRAVEL PARK 30' MIN.
EXISTING SINGLE FAMILY HOUSE
8'
BIKE
8'
PARK
EXISTING 50' ROW
14' 22' TRAVEL {}-14' 22' TRAVEL -{}
44' {}-{} DIMENSION
VARIES
DISTRICT AT CAMPUS WEST
3.5' ADD. ROW
(3' MIN.)
(9' MAX)
5'
C505
ROADWAY SECTIONS
TYPICAL A.Reese
N.Whitcomb
NTS
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
PROPOSED SECTION AT BUILDING 3
PLUM STREET
BLUEBELL STREET
BLUEBELL STREET
ASTER STREET
ASTER STREET
NTS EXISTING SECTION NTS
PLUM STREET
EXISTING SECTION AT BUILDING 3 NTS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
PLUM STREET
PLUM STREET
PROPOSED SECTION AT BUILDING 2
EXISTING SECTION AT BUILDING 2 NTS
PLUM STREET
PLUM STREET
EXISTING SECTION AT BUILDING 1 NTS
CITY PARK AVENUE
CITY PARK AVENUE
EXISTING SECTION NTS
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C504
INTERSECTION DETAILS
A.Reese
N.Whitcomb
1"=20'
1 INTERSECTION DETAIL
C504
2 INTERSECTION DETAIL
C504
4 INTERSECTION DETAIL
C504
6 INTERSECTION DETAIL
C504
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
5 INTERSECTION DETAIL
C504
3 INTERSECTION DETAIL
C504
1
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR
BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
8.SEE SHEET C504 FOR TYPICAL ROADWAY SECTIONS.
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
X
CXXX
DETAIL NUMBER
SHEET NUMBER
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
TBOC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
TOW - TOP OF WALL
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
NORTH
PROPOSED ASPHALT
MILL AND OVERLAY
PROPOSED ENHANCED PAVING
PROPOSED
PERMEABLE SUB-BASE
2 4
3 5
6
S T 0 P
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
EXISTING
50 ROW
11.5 ADDITIONAL
ROW (SEE PLAT)
EXISTING
50 ROW
6.5 ADDITIONAL
ROW (SEE PLAT)
(1201)
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
50 EXIST. ROW
40 EXIST. ROW
(1205)
1 3
3 1
1
1
3
8' BIKE LANE
8' BIKE LANE
1
1 7
7
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
1
1
7
3
TAGNUMBER
1
WEST PLUM STREET
(ROW VARIES)
BLUEBELL STREET
BUILDING 2
BUILDING 3
COURTYARD
ASTER STREET
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C503
SIGNAGE & STRIPING PLAN
PLUM STREET
K. Brazelton
K. Brazelton
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NORTH
EXISTING TREES
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED ROW
PROPOSED EASEMENT
PEDESTRIAN ACCESS RAMP
PROPOSED MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED
PERMEABLE SUB-BASE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
10 YELLOW ISLAND CROSS HATCHING
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "SCHOOL" (30.0 S.F. EA.)
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
L
H
D
C
B
K
A
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 50' O.C. 45 ANGLES
10' 30' 10' 10' 30'
12 6' 3' 6' 6' 3'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3' 3' 3' 3' 3'
4" WHITE DASHED LINE
PREFORMED THERMOPLASTIC
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
{A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL
BE APPROVED
BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
}{J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER OR THEIR DESIGNATE. ALL DISCREPANCIES IDENTIFIED DURING
THE FIELD INSPECTION
MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD,THE CITY OF FORT COLLINS TRAFFIC ENGINEER RESERVES
THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS TRAFFIC ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT
M AND S
STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL.
}
STRIPING LEGEND: STRIPING NOTES:
3' 3' 3' 3' 3'
8" WHITE DASHED LINE
PREFORMED THERMOPLASTIC
MATCHLINE
C503
SEE BELOW
SEE ABOVE
MATCHLINE
NOTES:
{1.IN ADDITION TO THE STRIPING SHOWN, THE CONTRACTOR SHALL ALSO RESTRIPE PLUM STREET CENTERLINES AND BIKE LANES AFTER THE MILL AND OVERLAY IS COMPLETE.}
15+00
STA
15+00
STA
5040
5020
5025
5030
5035
5040
15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+25
M
D
M
M
X
X
X
X
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
BLUEBELL STREET
SCOTT AVE.
(25' ROW)
BUILDING 2
BUILDING 3
EXISTING
50' ROW
11.5' ADDITIONAL
ROW (SEE PLAT)
EXISTING
50' ROW
(1205) (1201)
(1113)
CAMBRIDGE
HOUSE LOFTS
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
72.7'
2'
2' 2'
ASTER STREET
Δ
DIMENSION VARIES
8.1'%%P
8'
BIKE
8'
BIKE
EXISTING 50' ROW
20' 12' TRAVEL {}-20' 12' TRAVEL -{}
40' {}-{}
6.5' ADD. ROW
(4%) (3%)
EXIST. EXIST.
DISTRICT AT CAMPUS WEST
10.5'
BUS BAY
4%
PROP.
2%
PROP.
5025
5030
5035
5040
5045
5025
5030
5035
5040
5045
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C502
FLOWLINE PLAN & PROFILE
PLUM STREET
A.Reese
N.Whitcomb
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
PLUM STREET
LEFT FLOWLINE
PLUM STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
LEFT FLOWLINE
PLUM STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
PLUM STREET
LINE
MATCH STA
15+50
SEE BELOW
STA15+50
LINE
MATCH STA
15+50
SEE ABOVE
STA 15+50
C502
EXISTING SECTION NTS
BUS BAY TYPICAL SECTION
NTS
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR
BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
8.SEE SHEET C504 FOR INTERSECTION DETAILS AND SHEET C505 FOR TYPICAL ROADWAY SECTIONS.
9.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS FOR UTILITY DEMOLITION, UTILITY CONSTRUCTION, AND CURB AND
GUTTER CONSTRUCTION ARE COMPLETE.
10.ASTER STREET SHALL BE RECONSTRUCTED WITH CONCRETE PAVEMENT.
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED EASEMENT
PROPOSED SLOPE
EXISTING SLOPE
0.50%
(0.51%)
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED
PERMEABLE SUB-BASE
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
13+75 13+00 12+00 11+00 10+00 9+50
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C501
ROADWAY PLAN & PROFILE
BLUEBELL STREET
A.Reese
N.Whitcomb
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C501
RIGHT FLOWLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
CENTERLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
LEFT FLOWLINE
BLUEBELL STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
BLUEBELL STREET
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR
BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
8.SEE SHEET C504 FOR INTERSECTION DETAILS AND SHEET C505 FOR TYPICAL ROADWAY SECTIONS.
9.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS FOR UTILITY DEMOLITION, UTILITY CONSTRUCTION, AND CURB AND
GUTTER CONSTRUCTION ARE COMPLETE.
10.ASTER STREET SHALL BE RECONSTRUCTED WITH CONCRETE PAVEMENT.
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED EASEMENT
PROPOSED SLOPE
EXISTING SLOPE
0.50%
(0.51%)
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED
PERMEABLE SUB-BASE
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C500
ROADWAY PLAN & PROFILE
ASTER STREET
A.Reese
N.Whitcomb
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C500
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
ASTER STREET
RIGHT FLOWLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
CENTERLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
LEFT FLOWLINE
ASTER STREET
SCALE : 1" = 30' (H) 1" = 5' (V)
40'
11.5' ADDITIONAL EXIST. ROW
ROW (SEE PLAT)
EXISTING POWER POLE
EXISTING TREES
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
D H Y
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR
BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET.
5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
8.SEE SHEET C504 FOR INTERSECTION DETAILS AND SHEET C505 FOR TYPICAL ROADWAY SECTIONS.
9.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS FOR UTILITY DEMOLITION, UTILITY CONSTRUCTION, AND CURB AND
GUTTER CONSTRUCTION ARE COMPLETE.
10.ASTER STREET SHALL BE RECONSTRUCTED WITH CONCRETE PAVEMENT.
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE CROSSPAN
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED ROW
PROPOSED EASEMENT
PROPOSED SLOPE
EXISTING SLOPE
0.50%
(0.51%)
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED ENHANCED PAVING
PROPOSED
PERMEABLE SUB-BASE
ST
ST
C
S
W
C
S
8" SS
8" SS 8" SS
8" SS 8" SS
G
G G
G G G
G
G G
G
G
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
FO
FO
FO
FO FO FO
FO FO
FO
T
T
T
T T T
T T T
H
Y
D
CLEANOUT 1-6.7
STA 12+40.34
N: 127385.26
E: 188532.43
BASIN 1-6
STA 10+00.00
N: 127242.54
E: 188641.97
STRUCTURE 1-6
STA 16+20.30 (LINE 1)
STA 10+00 (LINE 1-6)
N: 127233.21
E: 188643.62
TEE 1-6.8
STA 12+49.84
N: 127385.43
E: 188522.92
TEE 1-6.6
STA 11+97.43
N: 127384.51
E: 188575.33
TEE 1-6.5
STA 11+52.44
N: 127383.72
E: 188620.31
BEND 1-6.4
STA 11+48.61
N: 127383.65
E: 188624.14
TEE 1-6.3
STA 11+32.99
N: 127372.41
E: 188634.99
INLET 1-6.2
STA 11+21.86
N: 127364.41
E: 188642.72
BUILDING 1
BUILDING 2
5033.34
WEST PLUM STREET
(ROW VARIES)
STORM LINE 1
SEE SHEET C407
S
W
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS3
DS2
DS2
DS2
DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
TF
DS3 DS3
ST
CTV
CTV
CTV CTV
CTV
S
ELEC
8" SS
8" SS 8" SS 8" SS
CLEANOUT 1-6.17
STA 15+43.34
N: 127390.58
E: 188229.47
CLEANOUT 1-6.14
STA 14+50.30
N: 127388.96
E: 188322.49
CLEANOUT 1-6.11
STA 13+38.34
N: 127386.99
E: 188434.44
TEE 1-6.16
STA 14+93.51
N: 127389.72
E: 188279.30
TEE 1-6.15
STA 14+75.93
N: 127389.41
E: 188296.87
TEE 1-6.13
STA 14+41.01
N: 127388.79
E: 188331.78
TEE 1-6.12
STA 13+88.51
N: 127387.87
E: 188384.28
TEE 1-6.10
STA 13+34.43
N: 127386.92
E: 188438.34
TEE 1-6.9
STA 13+02.37
N: 127386.35
E: 188470.40
BUILDING 1
CITY PARK AVENUE
SUNSTONE CONDOMINIUMS
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C410
PLAN & PROFILE
STORM DRAIN LINE 1-6
A.Reese
N.Whitcomb
1"=30'
STORM DRAIN LINE 1-6
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
( IN FEET )
1 inch = ft.
0 Feet
LINE
MATCH
STA
13+00
LINE
MATCH STA
13+00
30 30
30
60 90
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C410
STORM DRAIN KEY (SHEET C410 ONLY):
1 4
3
2
STORM SEWER EXTENSION WITHIN BUILDING BY FINFROCK ENGINEERING
5
CONNECT TO PROPOSED DOWNSPOUTS INLINE WITH THE FUSED HDPE PIPE SHALL BE CONNECTED TO THE MAIN LINE WITH FUSED BRANCH SADDLES (SEE NOTES 5&10)
DOWNSPOUT AND
EXTEND 6" SOLID WALL
HDPE PIPE TO PROPOSED
TEE
12" ADS NYLOPLAST DRAIN BASIN
OR APPROVED EQUAL
N:127389.22
E:188620.41
GRATE 5032.61
{10.STORM DRAIN SHOWN AS FUSED HDPE PIPE SHALL BE HAVE ALL FITTINGS, BENDS AND
BRANCH SADDLE CONNECTIONS FUSED TO THE MAIN PIPE. CONTRACTOR SHALL FOLLOW
MANUFACTURER INSTALLATION GUIDELINES AND RECOMMENDATIONS.
11.CONTRACTOR SHALL COORDINATE WITH XCEL ENERGY AND CITY LIGHT AND POWER ON THE
INSTALLATION OF THE PROPOSED GAS AND ELECTRICAL SERVICES BETWEEN BUILDINGS I AND II
IN ORDER TO ENSURE THAT BOTH SERVICES ARE INSTALLED PRIOR TO, AND UNDERNEATH, THE
PROPOSED PERMEABLE PAVEMENT SECTION A MINIMUM OF 6-INCHES BELOW THE BOTTOM OF
THE PVC LINER WITHIN THE PERMEABLE PAVEMENT SECTION.}
12" ADS NYLOPLAST DRAIN BASIN
OR APPROVED EQUAL
N:127389.92
E:188438.39
GRATE 5033.67
PROPOSED RIGHT OF WAY
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN
PAVED AREAS.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM SEWER, SANITARY & WATER (MAINS & SERVICES).
5.STORM DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE)
SHALL BE WATERTIGHT FUSED ISCO INDUSTRIES PE 3608/3408 DR-17 OR APPROVED
EQUAL. STORM DRAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE
(RCP) SHALL BE CLASS IV RCP. STORM DRAINS SHOWN ON THESE DRAWINGS AS
PERFORATED PIPE SHALL BE ADS N-12 OR APPROVED EQUAL.
6.THE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS (HORIZONTAL AND VERTICAL)
OF THE DOWNSPOUT CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
WITH THE APPROVED ARCHITECTURAL DRAWINGS.
7.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE
CONNECTIONS FROM THE DOWNSPOUT TO UNDERGROUND ROOF DRAIN PIPING.
8.ALL SITE STORM SEWER (OUTSIDE OF PUBLIC RIGHT-OF-WAY) AS SHOWN ON THESE
DRAWINGS IS PRIVATE.
9.STORM MANHOLES WITH LESS THAN 2-FEET OF COVER SHALL BE CONSTRUCTED PER
THE "MODIFIED SHALLOW MANHOLE DETAIL" AS SHOWN ON SHEET C705.}
W
EXISTING STORM SEWER
ST
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
PROPOSED BUILDING ENVELOPE
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
PROPOSED STORM SEWER
UD
UD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
6 12" ADS NYLOPLAST DRAIN BASIN
OR APPROVED EQUAL
N:127392.41
E:188296.92
GRATE 5034.70
NORTH NORTH
INLET SCHEDULE
STRCUTRE ID T�PE
1-6 BUILDING II OUTLET STRUCTURE (SEE DETAILS)
CO
DS3
TEE 1-3.5
STA 12+55.76
N: 127378.69
E: 189052.35
TEE 1-3.7
STA 13+08.26
N: 127377.77
E: 189104.84
BASIN 1-3.8
STA 13+68.71
N: 127376.71
E: 189165.28
BUILDING 3
FFE=5031.34
ASTER STREET
(50' ROW)
TAGNUMBER
TAGNUMBER
T
T
T
T T
T
T
T T
T
T
S
T
T
T
T
T
T
T
T
T
WV
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
TELE
CTV
VAULT
F.O.
CTV
CTV
CTV
CTV
CTV
G G
G G
G
G G
G
G
G G
E
E
E
E
E
E
E
E
20" W
20" W
20" W
20" W
6" W
6" W 6" W
6" W
6" W
FO FO FO
FO FO
FO
FO FO FO FO
FO
FO FO
FO
FO FO
T T
T
T
T
TV
W
S
W
S
DS1
DS1
DS1
DS1
DS1
DS1
DS1
TF
F
F
F F
STMH 1-3
STA 12+73.21 (LINE 1)
STA 10+00 (LINE 1-3)
N: 127203.15
E: 188971.22
STMH 1-3.1
STA 11+54.75
N: 127357.90
E: 188973.10
BLUEBELL STREET
(50' ROW)
BUILDING 2
BUILDING 3
BEND 1-3.3
STA 11+74.55
N: 127357.60
E: 188992.89
INLET 1-3.2
STA 11+64.75
N: 127357.77
E: 188983.10
BEND 1-3.4
STA 11+96.68
N: 127379.73
E: 188993.28
T
T T
T
T
T
T
T
T
T
T
T
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
TELE
CTV
CTV
CTV
CTV
G
G G G
G
G G
E
E
E
E
E
E
E
6" W
6" W
6" W
6" W
6" W
FO
FO FO FO FO FO FO
FO
T T
T
T
TV
W
S
W
S
DS1
DS1
DS1
DS1
DS1
DS1
DS1
TF
F
F
F
F
BLUEBELL STREET
(50' ROW)
BUILDING 2
BUILDING 3
INLET 1-3.1-1
STA 11+54.75
N: 127358.26
E: 188943.10
E: 188936.10
E: 188935.68
TEE 1-3.1-4
STA 10+96.24
N: 127299.11
E: 188935.38
BEND 1-3.1-5
STA 11+37.78
N: 127257.57
E: 188934.88
5015
5020
5025
5030
5035
5040
5045
5050
5015
5020
5025
5030
5035
5040
5045
5050
11+75 11+00 10+00 9+75
EXISTING TELECOM
TO BE LOWERED
STA.=10+26.37
T.O.P.= 5027.20 EXISTING ELECT
TO BE LOWERED
STA.=10+14.73
T.O.P.= 5026.50
EXISTING FIBER
TO BE LOWERED
STA.=10+18.48
T.O.P.= 5027.10
EXISTING WATER
STA.=10+22.84
T.O.P.= 5025.00
EXISTING SAN.
STA.=10+10.15
INV.= 5023.52
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C409
PLAN & PROFILE
STORM DRAIN LINE 1-3
A.Reese
N.Whitcomb
1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
( IN FEET )
1 inch = ft.
0 Feet
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C409
30 30
30
60 90
LINE
MATCH STA
12+25
LINE
MATCH
STA
12+25
{10.COORDINATE LOWERING OF ALL UTILITIES AS REQUIRED AND SHOWN ON THIS DRAWING WITH THE APPROPRIATE UTILITY PROVIDER.}
STORM DRAIN KEY (SHEET C409 ONLY):
1
2 DOWNSPOUTS INLINE WITH THE
FUSED HDPE PIPE SHALL BE
CONNECTED TO THE MAIN LINE
WITH WITH FUSED BRANCH
SADDLES
(SEE NOTE 5)
CONNECT TO PROPOSED
DOWNSPOUT AND EXTEND 6" SOLID
WALL HDPE PIPE TO PROPOSED TEE
(SEE NOTE 7)
STORM DRAIN LINE 1-3
3 CONNECT TO PROPOSED
15" RCP W/ 8" SOLID WALL HDPE
PIPE USING INSERTA TEE
CONNECTIONS (OR APPROVED
EQUAL)
4 8"x8" TEE
5
6
8"x6" TEE (SEE NOTE 6)
CONNECT TO PROPOSED
DOWNSPOUT AND EXTEND 6" SOLID
WALL HDPE PIPE TO PROPOSED
BEND
(SEE NOTES 6&7)
PROPOSED RIGHT OF WAY
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN
PAVED AREAS.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM SEWER, SANITARY & WATER (MAINS & SERVICES).
5.STORM DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE)
SHALL BE WATERTIGHT FUSED ISCO INDUSTRIES PE 3608/3408 DR-17 OR APPROVED
EQUAL. STORM DRAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE
(RCP) SHALL BE CLASS IV RCP. STORM DRAINS SHOWN ON THESE DRAWINGS AS
PERFORATED PIPE SHALL BE ADS N-12 OR APPROVED EQUAL.
6.THE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS (HORIZONTAL AND VERTICAL)
OF THE DOWNSPOUT CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
WITH THE APPROVED ARCHITECTURAL DRAWINGS.
7.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE
CONNECTIONS FROM THE DOWNSPOUT TO UNDERGROUND ROOF DRAIN PIPING.
8.ALL SITE STORM SEWER (OUTSIDE OF PUBLIC RIGHT-OF-WAY) AS SHOWN ON THESE
DRAWINGS IS PRIVATE.
9.STORM MANHOLES WITH LESS THAN 2-FEET OF COVER SHALL BE CONSTRUCTED PER
THE "MODIFIED SHALLOW MANHOLE DETAIL" AS SHOWN ON SHEET C705.}
W
EXISTING STORM SEWER
ST
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
PROPOSED BUILDING ENVELOPE
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
PROPOSED STORM SEWER
UD
UD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
NORTH NORTH NORTH
STORM DRAIN LINE 1-3.1
INLET SCHEDULE
STRCUTRE ID T�PE
1-3.1-1 SINGLE COMBO INLET (SEE DETAILS)
1-3.2 SINGLE COMBO INLET (SEE DETAILS)
G
G
G
20" W 20" W 20" W
20" W
20" W
20" W
20" W 20" W
20" W 20" W
20" W
FO
FO FO FO FO
FO
FO FO
FO FO
FO
FO
FO FO
T
T T
T
T T
T T T
T
T
T
T T
G
W
H
Y
D
G
G
W
G
LID
LID
H
OHE
S
S
W
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS3
DS2
DS2 DS2
DS2
DS2
DS2 DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
CO
TF
F
DS3 DS3
STRUCTURE 1-8
STA 18+71.96
N: 127237.65
E: 188392.01
STRUCTURE 1-7
STA 17+41.70
N: 127235.36
E: 188522.24
BUILDING 1
FFE=5036.80
BUILDING 1
FFE=5034.30
BUILDING 1
FFE=5035.30
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
TAGNUMBER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C408
PLAN & PROFILE
STORM DRAIN LINE 1
A.Reese
N.Whitcomb
1"=30'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C407
LINE
MATCH STA
16+50
MATCH LINE SEE SHEET C407 STA 16+50
C408
STORM DRAIN LINE 1
INLET SCHEDULE
STRCUTRE ID T�PE
1-7, 1-8 BUILDING I OUTLET STRUCTURES (SEE DETAILS)
STORM DRAIN KEY (SHEET C408 ONLY):
1 4
3
2
8"x6" CROSS (SEE NOTE 6)
5
6
PROVIDE 6" CLEANOUT
N:127322.85
E:188522.52
8" ADS NYLOPLAST DRAIN BASIN OR
APPROVED EQUAL
N:127315.14
E:188501.00
GRATE 5034.24
CONNECT TO PROPOSED
DOWNSPOUT AND EXTEND 6" SOLID
WALL HDPE PIPE THROUGH PVC
MEMBRANE (SEE NOTES 6&7)
8"x8" CROSS
N:127299.08
E:188521.49
8"x8" TEE W/ 8"x6"
REDUCER (W) (SEE NOTE 6)
N:127299.62
E:188500.60
{10.COORDINATE LOWERING OF ALL UTILITIES AS REQUIRED AND SHOWN ON THIS DRAWING WITH THE APPROPRIATE UTILITY PROVIDER.}
PROPOSED RIGHT OF WAY
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN
PAVED AREAS.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM SEWER, SANITARY & WATER (MAINS & SERVICES).
5.STORM DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE)
SHALL BE WATERTIGHT FUSED ISCO INDUSTRIES PE 3608/3408 DR-17 OR APPROVED
EQUAL. STORM DRAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE
(RCP) SHALL BE CLASS IV RCP. STORM DRAINS SHOWN ON THESE DRAWINGS AS
PERFORATED PIPE SHALL BE ADS N-12 OR APPROVED EQUAL.
6.THE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS (HORIZONTAL AND VERTICAL)
OF THE DOWNSPOUT CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
WITH THE APPROVED ARCHITECTURAL DRAWINGS.
7.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE
CONNECTIONS FROM THE DOWNSPOUT TO UNDERGROUND ROOF DRAIN PIPING.
8.ALL SITE STORM SEWER (OUTSIDE OF PUBLIC RIGHT-OF-WAY) AS SHOWN ON THESE
DRAWINGS IS PRIVATE.
9.STORM MANHOLES WITH LESS THAN 2-FEET OF COVER SHALL BE CONSTRUCTED PER
THE "MODIFIED SHALLOW MANHOLE DETAIL" AS SHOWN ON SHEET C705.}
W
EXISTING STORM SEWER
ST
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
PROPOSED BUILDING ENVELOPE
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
PROPOSED STORM SEWER
UD
UD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
(SEE NOTES 1&10)
EXISTING FIBER
TO BE LOWERED
STA.=13+41.11
T.O.P.= 5026.4±
(SEE NOTES 1&10)
EXISTING 4" GAS
TO BE LOWERED
STA.=13+44.50
T.O.P.= 5026.7±
(SEE NOTES 1&10)
EXISTING TELEPHONE
TO BE LOWERED
STA.=13+49.77
T.O.P.= 5027.7±
(SEE NOTE 1)
PROPOSED ELECTRICAL
STA.=13+56.75
T.O.P.= 5025.5±
PROPOSED ELECTRICAL
STA.=16+27.49
T.O.P.= 5025.6±
(SEE NOTE 11)
PROPOSED GAS
STA.=16+30.49
T.O.P.= 5025.6±
(SEE NOTE 11)
EXISTING CABLE TV
STA.=13+56.08
T.O.P.= 5026.2±
(SEE NOTE 1)
PROPOSED FIRE SERVICE
STA.=16+11.97
T.O.P.= 5025.6±
PROPOSED WATER
STA.=13+84.79
T.O.P.= 5024.5±
18" MIN.
UNKNOWN 12" STEEL
TO BE LOWERED
STA.=12+91.61
T.O.P.= 5028.0±
(SEE NOTES 1&10)
C
S
C
S
C
S
H2O
S
T T T
T
T
T T
T T
T
T
T
T
T T
T
T
T
T T
D
SS
S S
T
T
T
T T
T
T
T
S
C
S
C
.O.
C.O.
W
S
O
OHE
WV
WV WV
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
WV
S
C
S
8" SS
8" SS
8" SS 8" SS
CTV
VAULT
F.O.
CTV CTV
CTV
CTV
CTV
CTV
G
G G G
G
G G G
G
G G
G
G
G G G G
G G
G G
G
G
G G G
G
G
G
G G
G
G
G
G
G
G
G
E
E
E
E
E
E E
E
E
E E E E
E
E
E
E E E
20" W
20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W 20" W
20" W 20" W 20" W
20" W
W
6" W
6" W
6" W
6" W 6" W
6" W 6" W
6" W
6" W
6" W
FO
FO FO FO
FO FO
FO FO FO
FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO
FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO
T
T T T
T
T T
T
T T
T
T T
T
T
T
T
T T
T
T
T T
ST ST
6" SS
6" SS
W
W
W
W
W W
ST
H
Y
D
TV TV
W
S
W
S
DS1 DS1
DS1
DS2 DS2
DS2 DS2
DS2 DS2
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1 DS1 DS1
DS1
DS1 DS1
DS2
DS3
F
F
F
F
F
STRUCTURE 1-6
STA 16+20.30
N: 127233.21
E: 188643.62
STMH 1-4
STA 13+36.97
N: 127203.35
E: 188907.47
STMH 1-2
STA 12+35.15
N: 127202.87
E: 189009.29
STMH 1
STA 10+00.00
N: 127198.73
E: 189244.39
STRUCTURE 1-7
EX. TEE
STA 10+63.04
N: 127199.84
E: 189181.37
TEE 1-1
STA 11+57.16
N: 127201.49
E: 189087.26
STMH 1-3
STA 12+73.21
N: 127203.15
E: 188971.22
BUILDING 1
FFE=5034.30
BUILDING 2
5033.34
BUILDING 3
FFE=5031.34
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
FFE = 5033.00
FFE = 5032.50
(1201)
(1205)
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
TAGNUMBER
TAGNUMBER
STORM LINE 1-3
SEE SHEET C407
STORM LINE 1-6
SEE SHEET C407
TAGNUMBER
TAGNUMBER
TAGNUMBER
STMH 1-5
STA 13+63.18
N: 127228.68
E: 188900.70
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C407
PLAN & PROFILE
STORM DRAIN LINE 1
A.Reese
N.Whitcomb
1"=30'
STORM DRAIN LINE 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=30'
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C407
LINE
MATCH STA
16+50
MATCH LINE SEE SHEET C408 STA 16+50
C408
STORM DRAIN KEY (SHEET C407 ONLY):
1 4
3
2 8"x6" CROSS
(SEE NOTE 6)
BUILDING III OUTLET
STRUCTURE
N:127230.38 (CENTER)
E:189087.78 (CENTER)
(SEE DETAILS)
CONNECT TO PROPOSED
DOWNSPOUT AND EXTEND 6" SOLID
WALL HDPE PIPE THROUGH PVC
MEMBRANE (SEE NOTES 6&7)
5
6
8
9 PROVIDE 6" CLEANOUT
N:127315.34
E:189088.52
CONNECT TO PROPOSED 15" RCP
STORM SEWER W/ 6" SOLID WALL
HDPE PIPE USING INSERTA TEE
CONNECTIONS (OR APPROVED
EQUAL) FOR DOWNSPOUTS ALONG
SOUTH
SIDE OF BUILDING II
10 SINGLE COMBINATION INLET
N:127209.83 (CENTER)
E:189009.35 (CENTER)
FL ELEV. 5028.38
INV. OUT 5025.71
(SEE DETAILS)
8"x8" CROSS 11
(SEE NOTE 6)
{10.COORDINATE LOWERING OF ALL UTILITIES AS REQUIRED AND SHOWN ON THIS DRAWING WITH
THE APPROPRIATE UTILITY PROVIDER.
11.CONTRACTOR SHALL COORDINATE WITH XCEL ENERGY AND CITY LIGHT AND POWER ON THE
INSTALLATION OF THE PROPOSED GAS AND ELECTRICAL SERVICES BETWEEN BUILDINGS I AND II IN
ORDER TO ENSURE THAT BOTH SERVICES ARE INSTALLED PRIOR TO, AND UNDERNEATH, THE
PROPOSED PERMEABLE PAVEMENT SECTION A MINIMUM OF 6-INCHES BELOW THE BOTTOM OF THE
PVC LINER WITHIN THE PERMEABLE PAVEMENT SECTION.}
12 PROVIDE JOINT WRAP (EZ-WRAP OR APPROVED EQUAL) 10-FEET ON EITHER SIDE OF WATER CROSSINGS WITH STORM DRAIN
PROPOSED RIGHT OF WAY
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN
PAVED AREAS.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM SEWER, SANITARY & WATER (MAINS & SERVICES).
5.STORM DRAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE)
SHALL BE WATERTIGHT FUSED ISCO INDUSTRIES PE 3608/3408 DR-17 OR APPROVED
EQUAL. STORM DRAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE
(RCP) SHALL BE CLASS IV RCP. STORM DRAINS SHOWN ON THESE DRAWINGS AS
PERFORATED PIPE SHALL BE ADS N-12 OR APPROVED EQUAL.
6.THE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS (HORIZONTAL AND VERTICAL)
OF THE DOWNSPOUT CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
WITH THE APPROVED ARCHITECTURAL DRAWINGS.
7.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE
CONNECTIONS FROM THE DOWNSPOUT TO UNDERGROUND ROOF DRAIN PIPING.
8.ALL SITE STORM SEWER (OUTSIDE OF PUBLIC RIGHT-OF-WAY) AS SHOWN ON THESE
DRAWINGS IS PRIVATE.
9.STORM MANHOLES WITH LESS THAN 2-FEET OF COVER SHALL BE CONSTRUCTED PER
THE "MODIFIED SHALLOW MANHOLE DETAIL" AS SHOWN ON SHEET C705.}
W
EXISTING STORM SEWER
ST
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
PROPOSED BUILDING ENVELOPE
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
DS1
DS3
DS2
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
PROPOSED STORM SEWER
UD
UD
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
13 CONTRACTOR SHALL CONTACT KURT DAVIS WITH CSU UTILITIES AT 970.491.0187 TO COORDINATE ANY NECESSARY LOWERING OF FIBER OPTIC LINES. (SEE NOTES 1&10)
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
INLET SCHEDULE
STRCUTRE ID T�PE
1-6 BUILDING II OUTLET STRUCTURE (SEE DETAILS)
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C406
SUBGRADE PLANS
COURTYARD
A.Reese
N.Whitcomb
1"=10'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
GARAGE
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
NORTH
BLDG 3
GARAGE ENTRANCE & COURTYARD BUILDING 3 COURTYARD
D
D
SECTION D-D SECTION E-E
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE PLANS FOR
SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND
MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF LANDSCAPE WALL ELEVATIONS, STAIR
AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE
APPURTENANCE WITHIN THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND
UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE SUB-BASE SECTION A MINIMUM OF 6-INCHES
BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN LEADERS WITH
THE PVC BOOT SHOWN ON THESE PLANS, SHALL BE MADE THROUGH THE PVC LINER.
7.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS;
INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY PVE),
LOW-VOLTAGE/TELECOMMUNICATIONS (BY INFINISYS), AND POOL SYSTEMS (BY HIGH COUNTRY).
TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY, TO AVOID ANY
POTENTIAL CONFLICTS WITH THE WATER, FIRE, SANITARY SEWER, AND STORM DRAIN LINES SHOWN ON
THESE CIVIL DRAWINGS.}
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED EASEMENT
PROPOSED ROW
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 5)
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
PROPOSED STORM SEWER
DS2
DS3
DS1
5025
5030
5035
5040
0+00 0+44
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
0+00 0+44
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C405
SUBGRADE PLANS
COURTYARD
A.Reese
N.Whitcomb
1"=10'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
WEST
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
10 0 10 Feet
10
20 30
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE PLANS FOR
SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND
MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF LANDSCAPE WALL ELEVATIONS, STAIR
AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE
APPURTENANCE WITHIN THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND
UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE SUB-BASE SECTION A MINIMUM OF 6-INCHES
BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN LEADERS WITH
THE PVC BOOT SHOWN ON THESE PLANS, SHALL BE MADE THROUGH THE PVC LINER.
7.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS;
INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY PVE),
LOW-VOLTAGE/TELECOMMUNICATIONS (BY INFINISYS), AND POOL SYSTEMS (BY HIGH COUNTRY).
TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY, TO AVOID ANY
POTENTIAL CONFLICTS WITH THE WATER, FIRE, SANITARY SEWER, AND STORM DRAIN LINES SHOWN ON
THESE CIVIL DRAWINGS.}
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED EASEMENT
PROPOSED ROW
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 5)
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
EAST
BUILDING 1 COURTYARD (WEST) BUILDING 1 COURTYARD (EAST)
SECTION A-A
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
A
A
B
B
C C
SECTION B-B
SECTION C-C
PROPOSED STORM SEWER
{1.CONCEPTUAL POOL WALL SECTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL POOL WALL AND
STRUCTURAL DESIGN WILL BE BY OTHERS.
2.POOL DESIGNER/CONTRACTOR ACKNOWLEDGES THE PRESENCE OF THE PERMEABLE SUB-BASE SECTION AND STORMWATER
MANAGEMENT SYSTEM IN THE COURTYARD.
3.POOL DESIGNER/CONTRACTOR UNDERSTANDS THAT ADDITIONAL STRUCTURAL DESIGN CONSIDERATIONS MAY BE
NECESSARY, SUCH AS INCREASED POOL WALL THICKNESS AND/OR A PIER FOUNDATION SYSTEM.
4.POOL DESIGNER/CONTRACTOR UNDERSTANDS THAT ADDITIONAL DESIGN COORDINATION MAY BE NECESSARY AND THAT THE
STORMWATER STORAGE SYSTEM MAY IMPOSE RESTRICTIONS NOT TYPICALLY ENCOUNTERED.
5.MEASURES SHALL BE TAKEN TO THE GREATEST EXTENT FEASIBLE TO ENSURE THAT NON-POTABLE POOL WATER DOES NOT
ENTER THE STORM DRAINAGE SYSTEM.}
NOTES:
CONCEPTUAL POOL WALL WITH PIERS
CONCEPTUAL POOL WALL
DS2
DS3
DS1
SEE STORM P&Ps
DS1
ENTRY
ENTRY
ENTRY
ENTRY
TRASH/
COMPACTOR
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C404
GRADING PLAN - BUILDING 3
A.Reese
N.Whitcomb
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
5
C404
1
C404
3
C404
4
C404
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C404
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
2
C404
GRADING DETAIL
SCALE: 1" = 10'
6
C404
GRADING DETAIL
SCALE: 1" = 10'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE PLANS FOR
DETAILED HARDSCAPE DESIGN AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH
RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF
LANDSCAPE WALL ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE
APPURTENANCE WITHIN THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND
UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE SUB-BASE SECTION A MINIMUM OF 6-INCHES
BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN LEADERS WITH
THE PVC BOOT SHOWN ON THESE PLANS, SHALL BE MADE THROUGH THE PVC LINER.
7.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS;
INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY
PVE), LOW-VOLTAGE/TELECOMMUNICATIONS (BY INFINISYS), AND POOL SYSTEMS (BY HIGH
COUNTRY). TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY,
TO AVOID ANY POTENTIAL CONFLICTS WITH THE WATER, FIRE, SANITARY SEWER, AND STORM DRAIN
LINES SHOWN ON THESE CIVIL DRAWINGS.
8.REFER TO SHEETS C405-C406 FOR COURTYARD SUB-GRADE PLANS. }
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED EASEMENT
PROPOSED ROW
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 5)
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
DS2
DS3
DS1
(SEE FINFROCK PLANS FOR
GARAGE FLOOR GRADING)
FFE = 5033.00
X X X
ENTRY
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C403
GRADING PLAN - BUILDING 2
A.Reese
N.Whitcomb
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
6
C403
GRADING DETAIL
SCALE: 1" = 10'
1
C403
7
C403
2
C403
8
C403
3
C403
9
C403
4
C403
10
C403
5
C403
11
C403
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C403
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE PLANS FOR
DETAILED HARDSCAPE DESIGN AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH
RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF
LANDSCAPE WALL ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE
APPURTENANCE WITHIN THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND
UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE SUB-BASE SECTION A MINIMUM OF 6-INCHES
BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN LEADERS WITH
THE PVC BOOT SHOWN ON THESE PLANS, SHALL BE MADE THROUGH THE PVC LINER.
7.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS;
INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY
PVE), LOW-VOLTAGE/TELECOMMUNICATIONS (BY INFINISYS), AND POOL SYSTEMS (BY HIGH
COUNTRY). TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY,
TO AVOID ANY POTENTIAL CONFLICTS WITH THE WATER, FIRE, SANITARY SEWER, AND STORM DRAIN
LINES SHOWN ON THESE CIVIL DRAWINGS.
8.REFER TO SHEETS C405-C406 FOR COURTYARD SUB-GRADE PLANS. }
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED EASEMENT
PROPOSED ROW
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 5)
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
DS2
DS3
DS1
COMPACTOR
TRASH &
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
ENTRY
1
C402
2
C402
3
C402 4
C402
5
C402
7
C402
ROOF DRAIN
SEE STORM P&Ps
UNDERDRAIN
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
6
C402
ENTRY
CABANA
FFE=35.27
CABANA
FFE=35.27
POOL DECK
ELEV.=35.27
ENTRY ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
FFE=5036.80
ENTRY
ENTRY
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C402
GRADING PLAN - BUILDING 1
A.Reese
N.Whitcomb
1"=20'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
5
C402
1
C402
2
C402
3
C402
4
C402
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C402
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
GRADING DETAIL
SCALE: 1" = 10'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER
DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE PLANS FOR
DETAILED HARDSCAPE DESIGN AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH
RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF
LANDSCAPE WALL ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE
APPURTENANCE WITHIN THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND
UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE SUB-BASE SECTION A MINIMUM OF 6-INCHES
BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN LEADERS WITH
THE PVC BOOT SHOWN ON THESE PLANS, SHALL BE MADE THROUGH THE PVC LINER.
7.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS;
INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY
PVE), LOW-VOLTAGE/TELECOMMUNICATIONS (BY INFINISYS), AND POOL SYSTEMS (BY HIGH
COUNTRY). TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY,
TO AVOID ANY POTENTIAL CONFLICTS WITH THE WATER, FIRE, SANITARY SEWER, AND STORM DRAIN
LINES SHOWN ON THESE CIVIL DRAWINGS.
8.REFER TO SHEETS C405-C406 FOR COURTYARD SUB-GRADE PLANS. }
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED EASEMENT
PROPOSED ROW
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 5)
PROPOSED ENHANCED PAVING
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
DS2
DS3
DS1
7
C404
GRADING DETAIL
SCALE: 1" = 10'
6
C402
GRADING DETAIL
SCALE: 1" = 10'
DS3
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
(ROW VARIES)
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
11.5' ADDITIONAL
ROW (SEE PLAT)
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
ENTRY ENTRY
ENTRY
ENTRY
ENTRY
TRASH &
COMPACTOR
GARAGE
ENTRY
ENTRY
SCOTT AVENUE
(25' ROW)
(1201)
(1205)
(809)
(813)
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(729)
KAPPA KAPPA GAMMA
FRATERNITY
STORM LINE 1
SEE STORM P&Ps
STORM LINE 1-6
SEE STORM P&Ps
ENTRY
STORM LINE 1
SEE STORM P&Ps
STORM LINE 1-3
SEE STORM P&Ps
FFE = 5033.00
FFE = 5032.50
UNDERDRAIN
SEE STORM P&Ps
TRASH DOCK
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE
ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR
AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE A MINIMUM DEPTH OF THE EXISTING PAVEMENT DEPTH PLUS
1-INCH OR PER LARIMER COUNTY URBAN AREA STREET STANDARDS TABLE 25-1, WHICHEVER IS GREATER. REFER TO DETAIL 4 ON SHEET C706 FOR TABLE 25-1.
7.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE COURTYARD AND POOL
AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND
SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF
LANDSCAPE WALL ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
8.REFER TO SHEETS C402-C404 FOR DETAILED GRADING PLANS FOR EACH BUILDING.
9.REFER TO SHEET C504 FOR FOR INTERSECTION GRADING DETAILS.
10.REFER TO SHEETS C405-C406 FOR COURTYARD SUBGRADE PLANS.}
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED EASEMENT
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 7)
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
DS2
DS3
DS1
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C400 C401
C401
GRADING PLAN
OVERALL
A.Reese
N.Whitcomb
1"=30'
MATCHLINE-SEE SHEET C400
DS1 DS1
DS3
DS2
DS2 DS2
DS2
DS2
DS2 DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
CO
DS3 DS3
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
3.5' ADDITIONAL
ROW (SEE PLAT)
ENTRY
ENTRY
GARAGE
ENTRY
ENTRY
ENTRY
ENTRY
COMPACTOR
TRASH &
ENTRY
ENTRY
ENTRY
ENTRY
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
ENTRY
STORM LINE 1
SEE STORM P&Ps
STORM LINE 1-6
SEE STORM P&Ps
UNDERDRAIN
SEE STORM P&Ps
ENTRY
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C400
GRADING PLAN
OVERALL
A.Reese
N.Whitcomb
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE
ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR
AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE A MINIMUM DEPTH OF THE EXISTING PAVEMENT DEPTH PLUS
1-INCH OR PER LARIMER COUNTY URBAN AREA STREET STANDARDS TABLE 25-1, WHICHEVER IS GREATER. REFER TO DETAIL 4 ON SHEET C706 FOR TABLE 25-1.
7.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT WITHIN THE COURTYARD AND POOL
AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND
SITE FEATURES SUCH AS BIKE RACKS, BENCHES, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF
LANDSCAPE WALL ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
8.REFER TO SHEETS C402-C404 FOR DETAILED GRADING PLANS FOR EACH BUILDING.
9.REFER TO SHEET C504 FOR FOR INTERSECTION GRADING DETAILS.
10.REFER TO SHEETS C405-C406 FOR COURTYARD SUBGRADE PLANS.}
NORTH
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
EXISTING TREES
PROPOSED ASPHALT MILL AND OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED SWALE
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED EASEMENT
PROPOSED LANDSCAPE
BED/PLANTER
(SEE NOTE 7)
PROPOSED ENHANCED PAVING
PROPOSED ROW
PROPOSED ENTRY RAMP
PROPOSED ENTRY STEPS
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN)
DOWNSPOUT (SURFACE RELEASE)
DS2
DS3
DS1
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C400 C401
MATCHLINE-SEE SHEET C401
IRR
ST ST ST ST ST ST
X
X
C
S
8" SS 8" SS
WV
CTV
VAULT
F.O.
CTV CTV
CTV
CTV
CTV
CTV
G G G
G G
G G G G
G G
G G
G G
G G
G G
G
G
G G G
G
G G
G G G
G
G G
E
E E E
E E E
E E E E
E E E E
E E E
E E E
20" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
20" W
20" W 20" W 20" W
20" W 20" W 20" W
20" W
W
6" W 6" W 6" W
6" W 6" W
6" W 6" W 6" W
6" W 6" W
FO
FO FO FO FO FO
FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO
FO
FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO
T
T T T T
T T T T T
T
T T T
T T T T
T T
ST ST
6" SS
W W
W W
W
ST
X
H
Y
D
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
BUILDING 2
BUILDING 3
EXISTING 15" STORM
D
D
C
C
TV
TV TV
E
E E E E E E E E
E
E E E E
E E E
E E
W
S
W
S
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS2 DS2
DS2 DS2
DS2 DS2
DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1 DS1 DS1
DS1
CO
DS3
TF
TF
TF
F F F F F
F F F F
F
F
F F
E E E E E
F
F
F
F
LV LV LV LV LV LV LV LV LV LV
LV LV LV LV LV LV LV LV LV LV LV
LV LV LV LV LV LV LV LV LV
LV
LV LV LV LV
LV LV
LV LV LV
(1201)
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
11.5'
ADDITIONAL
ROW (SEE
PLAT)
6.5' ADDITIONAL
ROW (SEE PLAT)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
(729)
KAPPA KAPPA GAMMA
FRATERNITY
TAGNUMBER
5' UTILITY ESMT. 5' UTILITY ESMT.
10' EXISTING
UTILITY ESMT.
UNDERDRAIN
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
STORM LINE 1-3
SEE STORM P&Ps
ROOF DRAIN
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
TAGNUMBER
E
E
F
F
ROOF DRAIN
SEE STORM P&Ps
FDC
FDC
TAGNUMBER
40' %%p {}-{}
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
EXISTING TELECOM
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
PROPOSED STORM
EXISTING FIBER
EXISTING TELECOM
PROPOSED ELECTRIC 11.5'
ADD.
ROW
DIMENSION
DIMENSION DIMENSION VARIES VARIES
VARIES
8'
BIKE
8'
BIKE
EXISTING 50' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
EXISTING FIBER
EXISTING TELECOM
PROPOSED ELECTRIC
PROPOSED PRIVATE STORM
6.5' ADD. ROW
VARIES
(8.7-9.6')
PROPERTY LINE
5' UTILITY
EASEMENT
VARIES
(8.5-9')
PROPERTY LINE
5' UTILITY
EASEMENT
5020
5025
5030
5035
5040
5020
5025
5030
5035
5040
9+75 10+00 11+00
EXISTING 8" SANITARY
STA.=10+25.23
INV.= 5023.0±
6" FIRE LINE
STA.=10+00.00
T.O.P.= 5021.51
4" GAS
STA.=10+20.68
T.O.P.= 5026.8±
12" STORM DRAIN
STA.=10+35.00
INV.= 5025.91
6" FIRE LINE
STA.=10+50.00
T.O.P.= 5021.51
EXISTING
6" WATER
STA.=10+11.47
T.O.P.= 5025.2±
18"
EXISTING
TELECOM
STA.=10+08.67
TOP = 5026.6±
EXISTING ELEC.
STA.=10+42.84
TOP = 5025.6±
C-900 PVC
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C301
UTILITY PLAN
A.Reese
N.Whitcomb
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING WATER MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY OHT G
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV CTV
EXISTING FIBER OPTIC FO
EXISTING UNDERGROUND ELECTRIC UGE
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE W
EXISTING 20" WATER 20" W
EXISTING 6" WATER 6" W
EXISTING FENCE X
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER 2" W
EXISTING ROW
EXISTING SANITARY SEWER SERVICE SS
8" SS
6" SS
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE
BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.
EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS.
5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES 2-INCHES OR SMALLER SHALL BE TYPE K
COPPER OR HIGH DENSITY POLYETHYLENE (HDPE). WATER SERVICES LARGER THAN 2-INCHES SHALL BE DUCTILE IRON PIPE (DIP).
10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY
AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY AND/OR ENGINEER
COMPANY.
11.PHONE, INTERNET AND TELEVISION SERVICE TO BE PROVIDED BY CENTURYLINK, COMCAST, OR OTHERS AT THE OWNER'S
DISCRETION. APPLICABLE CONDUITS FOR PROSPECTIVE UTILITY COMPANIES SHALL BE PROVIDED. CONTRACTOR SHALL
COORDINATE WITH OWNER, UTILITY COMPANIES, UTICOR, AND INFINISYS.
12.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND
LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY AND INFINISYS.
13.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND
PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE,
TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. ALL ELECTRIC VAULTS ARE TO BE LOCATED IN THE LANDSCAPED PARKWAYS.
14.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH
APPROVED ELECTRICAL PLANS.
15.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL
THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR
TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT
IDENTIFIED ON THESE PLANS.
17.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 1 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST
PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 8-INCH SANITARY SEWER MAIN
THAT IS TO BE REMOVED WITH THIS PROJE{CT IN DAISY STREET.
18.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE APPURTENANCE WITHIN
THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE
SUB-BASE SECTION A MINIMUM OF 6-INCHES BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN
NORTH
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED TELECOM T
PROPOSED GAS LINE G
PROPOSED SANITARY SEWER SERVICE SS
PROPOSED DOMESTIC WATER SERVICE
PROPOSED FIRE SERVICE 6" F
PROPOSED WATER APPURTENCES
PROPOSED CABLE CTV
PROPOSED STORM MANHOLE
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
s
F
PROPOSED WATER METER AND CURB STOP
PROPOSED PERMEABLE SUB-BASE
PROPOSED IRRIGATION MAIN IRR
PROPOSED LOW VOLTAGE (BY OTHERS) LV LV
W
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN) DS2
DS1
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C300 C301
UTILITY SECTION D-D
UTILITY SECTION AT BUILDING 3 NTS
UTILITY SECTION C-C
UTILITY SECTION AT BUILDING 2 NTS
MATCHLINE-SEE SHEET C300
UTILITY KEY (SHEET C301 ONLY):
1
5
4
3
6
PROPOSED STREET LIGHT 8
(SEE NOTES 10&13)
15
10 CONNECT TO EXISTING 8"
SANITARY MAIN W/
PROPOSED MANHOLE
N:127250.51
E188962.06
EX. INV. 5022.97
INV. IN 5024.97 (E)
INV. IN 5023.17 (W)
14
11
12
4" METER AND SERVICE
{N:127228.96 (CENTER)
E:188504.19 (CENTER)
ENSURE LID IS PLACED IN
LANDSCAPE AREA}
13 CONNECT TO BUILDING SERVICE (SEE NOTE 2)
UTILITY CROSSINGS
STORM INV. 5025.6%%P
FIBER T.O.P. 5027.2%%P
ELEC T.O.P. 5025.2%%P
TELECOM T.O.P. 5027.3%%P
(LOWER PROPOSED WATER
SERVICE UNDER PROPOSED
STORM SEWER) (SEE NOTE
16
2 PROPOSED ELECTRIC VAULT
(SEE NOTES 10&13)
CONNECT TO EXISTING 20" WATER MAIN W/
20"x4" TAPPING SLEEVE W/ 4" GV (N) AND
T.B., PLACE
4"x3" REDUCER DOWNSTREAM OF GATE
VALVE
N:127197.48
E:188863.13
UTILITY CROSSINGS
FIBER T.O.P. 5026.4%%P
GAS T.O.P. 5026.7%%P
TELECOM T.O.P. 5028.2%%P
(SEE NOTE 1)
3" METER AND SERVICE
{N:127223.14 (CENTER)
E:188870.46 (CENTER)
ENSURE LID IS PLACED IN
LANDSCAPE AREA}
CONNECT TO BUILDING SERVICE WITHIN FIRE RISER ROOM IN BUILDING 2
CONNECT TO EXISTING 6"
WATER MAIN W/ 6"x6"
TAPPING SLEEVE W/ 6" GV
(N) AND T.B.
N:127255.58
E:188948.26
(ENSURE VALVE IS
OUTSIDE OF CURB
9 FH ASSEMBLY
N:127255.58
E:188948.26
CONNECT TO 6"
BUILDING SERVICE
INV 5025.55
(SEE NOTE 2)
CONNECT TO 8"
BUILDING SERVICE
INV 5023.78
(SEE NOTE 2)
CONNECT TO EXISTING 20"
WATER MAIN W/ 20"x4"
TAPPING SLEEVE W/ 4" GV (N)
AND T.B.
N:127193.64
E:189026.79
UTILITY SECTION E-E
UTILITY SECTION AT BLDG 2 NTS
UTILITY SECTION F-F
UTILITY SECTION AT BLDG 3 NTS
17 CONNECT TO EXISTING 6" FIRE HYDRANT SERVICE AND EXTEND TO RELOCATED HYDRANT
FIRE DEPARTMENT
CONNECTION
(SEE ARCH. PLANS)
HORZ. 1"=30'
VERT. 1"=5'
1
C301
PRIVATE FIRE SERVICE DETAIL
NOTES:
{1.REFER TO APPROVED PLUMBING AND FIRE PROTECTION PLANS FOR POINT OF CONNECTIONS AND CONTINUATION OF FIRE LINE AT
BUILDINGS 2 AND 3.
2.PRIVATE IRRIGATION CROSSING IS TO BE INSTALLED IN SAME TRENCH AND/OR BORED ALIGNMENT AS THE 6” FIRE SERVICE. A 3”
DIAMETER STEEL CASING PIPE IS ASSUMED FOR the IRRIGATION CROSSING. REFER TO APPROVED IRRIGATION PLANS FOR ADDITIONAL
INFORMATION.}
” ”
{19.THE PROPOSED 6-INCH FIRE SERVICE LINE CROSSING BLUEBELL STREET IS A PRIVATE UTILITY. THE FIRE LINE SHALL BE PROVIDED WITH TRACER WIRE WITHIN THE PUBLIC RIGHT-OF-WAY AND A TW LOCATOR
STATION BOX AT EACH END PER CITY WATER DETAIL 25. THE CONTRACTOR SHALL HAVE THE PRIVATE LINE REGISTERED WITH THE UTILITY NOTIFICATION CENTER OF COLORADO UPON THE COMPLETION OF THE FIRE
SERVICE LINE INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING REQUIRED FOR THE INSTALLATION OF THE FIRE SERVICE LINE. REFER TO DETAIL 1 ON THIS SHEET FOR ADDITIONAL VERTICAL
INFORMATION.}
G G
G
G
G
G
G
E
20" W 20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
FO
FO
FO FO FO
FO
FO FO
FO
FO
FO FO
FO FO FO
FO FO FO FO
T T
T
T
T T
T
T
T T
T
T T T T
T T T T
X
X
X
X
X
X
X
X
X
X
G
W
H
Y
D
G
G
W
G
LID
LID
H
Y
D
OHE
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES)
BUILDING 1
BUILDING 1
BUILDING 2
A
S
E E E E E E E E
E
E E E E E E E E E
S
W
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1
DS1 DS1 DS1
DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS1
DS1 DS1
DS3
DS2
DS2 DS2
DS2
DS2
DS2 DS2
DS2
DS2
DS2
DS2 DS2 DS2
DS2
DS2
DS2
CO CO
CO
CO
TF
TF
TF
F F F F F
F F F F
E E
E
E
E E E E E
E E E E E
E
F
F
F
F
F
LV LV LV
LV
LV LV LV LV LV LV LV
LV LV LV LV LV LV LV LV LV LV
DS3 DS3
EXISTING DAISY STREET TO BE
VACATED
(50' ROW)
(1205)
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS (700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
6.5' ADDITIONAL
ROW (SEE PLAT)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
4' ADDITIONAL
ROW (SEE PLAT)
A
TAGNUMBER
ROOF DRAIN
SEE STORM P&Ps
STORM LINE 1
SEE STORM P&Ps
UNDERDRAIN
SEE STORM P&Ps
STORM LINE 1-6
SEE STORM P&Ps
UNDERDRAIN
SEE STORM P&Ps
5' UTILITY ESMT.
10'
EXISTING
UTILITY 10' EXISTING
UTILITY ESMT.
B
B
FDC FDC
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
ADDITIONAL ROW
WIDTH VARIES
(SEE PLAT)
40' ROW
8'
BIKE
8'
BIKE
EXISTING 40' ROW
12' 20' TRAVEL {}-12' 20' TRAVEL -{}
40' {}-{}
PROPOSED ELECTRIC
ADD. ROW
WIDTH
VARIES
DIMENSION
VARIES
EXISTING 4" GAS
EXISTING 8" SANITARY
EXISTING 20" WATER
EXISTING FIBER
EXISTING TELECOM
PROPOSED PRIVATE STORM
VARIES
(8.5-10')
PROPERTY LINE
5' UTILITY
EASEMENT
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C300
UTILITY PLAN
A.Reese
N.Whitcomb
1"=30'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C300 C301
UTILITY SECTION A-A
UTILITY SECTION AT BLDG 1 NTS
MATCHLINE-SEE SHEET C301
UTILITY KEY (SHEET C300 ONLY):
1
4
3
2 {CONNECT TO EXISTING 8"
SANITARY MAIN W/ MANHOLE
N:127260.49
E:188213.77
EX. INV. 5027.42
INV IN 5029.42 (E)
(ROTATE TOP TO LOCATE
PEDESTRIAN RATED LID WITHIN
SIDEWALK)}
UTILITY CROSSINGS:
WATER T.O.P. 5030.3%%P
SANITARY INV. 5027.4%%P
CABLE T.O.P. 5033.3%%P
(SEE NOTE 1)
CONNECT TO 8"
BUILDING SERVICE
INV 5029.53
(SEE NOTE 2)
UTILITY CROSSING:
SANITARY INV. 5029.47
CABLE T.O.P. 5033.1%%P
5
8
6 PROPOSED STREET LIGHT
(SEE NOTES 10&13)
PROPOSED ELECTRIC VAULT
(SEE NOTES 10&13)
15 CONNECT TO EXISTING 20" WATER
MAIN W/ 20"x6" TAPPING SLEEVE W/
6" GV (N) AND T.B.
N:127200.65
E:188496.60
9
10
CONNECT TO EXISTING 20"
WATER MAIN W/ 1.5" TAPPING SLEEVE
14 EXISTING {}" WATER SERVICE AND METER TO BE REUSED FOR IRRIGATION SERVICE
CONNECT TO 8"
BUILDING SERVICE
INV 5026.26
(SEE NOTE 2)
UTILITY CROSSINGS:
WATER T.O.P. 5028.4%%P
FIBER T.O.P. 5031.2%%P
GAS T.O.P. 5029.8%%P
TELECOM T.O.P. 5030.7%%P
ELECTRIC T.O.P. 5030.6%%P
STORM INV. 5029.14
(SEE NOTES 1&17)
UTILITY CROSSINGS:
FIBER T.O.P. 5029.8%%P
GAS T.O.P. 5030.1%%P
TELECOM T.O.P. 5030.5%%P
(SEE NOTE 1)
11 1.5" METER AND SERVICE
{N:127229.40
E:188491.99}
12 4" METER AND SERVICE
{N:127228.96 (CENTER)
E:188504.19 (CENTER)
ENSURE LID IS PLACED IN
LANDSCAPE AREA}
13 CONNECT TO BUILDING SERVICE (SEE NOTE 2)
16 UTILITY CROSSINGS:
FIBER T.O.P. 5028.5%%P
GAS T.O.P. 5029.8%%P
TELECOM T.O.P. 5029.2%%P
(SEE NOTE 1)
19 FIRE DEPARTMENT CONNECTION
(SEE ARCH. PLANS)
UTILITY SECTION B-B
UTILITY SECTION AT BLDG 1 NTS
21
20 CONNECT TO EXISTING 20" WATER
MAIN W/ 20"x8" TAPPING SLEEVE W/
8" GV (N) AND T.B.
N:127199.18
E:188651.36
17 PROPOSED ELECTRIC METERS
& EQUIPMENT (SEE ELEC. PLANS)
18 PROPOSED GAS METER
& SERVICE
22
23
24
DOWNSPOUT (DIRECT PIPE)
DOWNSPOUT (DRAIN BASIN) DS2
DS1
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING WATER MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY OHT G
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV CTV
EXISTING FIBER OPTIC FO
EXISTING UNDERGROUND ELECTRIC UGE
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE W
EXISTING 20" WATER 20" W
EXISTING 6" WATER 6" W
EXISTING FENCE X
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER 2" W
EXISTING ROW
EXISTING SANITARY SEWER SERVICE SS
8" SS
6" SS
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE
BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.
EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS.
5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES 2-INCHES OR SMALLER SHALL BE TYPE K
COPPER OR HIGH DENSITY POLYETHYLENE (HDPE). WATER SERVICES LARGER THAN 2-INCHES SHALL BE DUCTILE IRON PIPE (DIP).
10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY
AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY AND/OR ENGINEER
COMPANY.
11.PHONE, INTERNET AND TELEVISION SERVICE TO BE PROVIDED BY CENTURYLINK, COMCAST, OR OTHERS AT THE OWNER'S
DISCRETION. APPLICABLE CONDUITS FOR PROSPECTIVE UTILITY COMPANIES SHALL BE PROVIDED. CONTRACTOR SHALL
COORDINATE WITH OWNER, UTILITY COMPANIES, UTICOR, AND INFINISYS.
12.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND
LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY AND INFINISYS.
13.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND
PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE,
TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. ALL ELECTRIC VAULTS ARE TO BE LOCATED IN THE LANDSCAPED PARKWAYS.
14.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH
APPROVED ELECTRICAL PLANS.
15.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL
THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
16.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR
TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT
IDENTIFIED ON THESE PLANS.
17.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 1 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST
PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 8-INCH SANITARY SEWER MAIN
THAT IS TO BE REMOVED WITH THIS PROJE{CT IN DAISY STREET.
18.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICES, CONDUITS, AND ANY OTHER SUBSURFACE APPURTENANCE WITHIN
THE AREA OF THE PERMEABLE SUB-BASE ARE INSTALLED PRIOR TO, AND UNDERNEATH OR AROUND, THE PROPOSED PERMEABLE
SUB-BASE SECTION A MINIMUM OF 6-INCHES BELOW OR ASIDE THE PVC LINER. NO PENETRATIONS, OTHER THAN THE ROOF DRAIN
NORTH
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED TELECOM T
PROPOSED GAS LINE G
PROPOSED SANITARY SEWER SERVICE SS
PROPOSED DOMESTIC WATER SERVICE
PROPOSED FIRE SERVICE 6" F
PROPOSED WATER APPURTENCES
PROPOSED CABLE CTV
PROPOSED STORM MANHOLE
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
s
F
PROPOSED WATER METER AND CURB STOP
PROPOSED PERMEABLE SUB-BASE
PROPOSED IRRIGATION MAIN IRR
PROPOSED LOW VOLTAGE (BY OTHERS) LV LV
W
{19.CONTRACTOR SHALL COORDINATE OTHER SITE UTILITIES NOT SHOWN ON THESE DRAWINGS; INCLUDING, BUT NOT LIMITED TO, IRRIGATION (BY HINES), PRIVATE SITE ELECTRICAL AND GAS (BY PVE), LOW-VOLTAGE/TELECOMMUNICATIONS
(BY INFINISYS), AND POOL SYSTEMS (BY HIGH COUNTRY). TYPICAL INSTALLATION DEPTH OF SAID UTILITIES SHALL BE ADJUSTED, AS NECESSARY, TO AVOID ANY POTENTIAL CONFLICTS WITH THE WATER, FIRE,
SANITARY SEWER, AND STORM DRAIN LINES SHOWN ON THESE CIVIL DRAWINGS.}
SORORITY INC.
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
74.2' 3'
2'
2'
4'
2'
(729)
KAPPA KAPPA GAMMA
FRATERNITY
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
BLUEBELL STREET
SCOTT AVENUE
(25' ROW)
BUILDING 2
BUILDING 3
COURTYARD
ENTRY
EXISTING
50' ROW
ASTER STREET
15'
(TYP.)
15'
(TYP.)
3.5'
ENTRY
ENTRY
ENTRY
WEST PLUM STREET
(ROW VARIES)
TYP.
TYP.
10.5'
(TYP)
10.5'
(TYP)
6.87'
TYP.
TYP.
BUILDING 2
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
1.FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT
WITHIN THE COURTYARD AND POOL AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE
APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES,
TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF LANDSCAPE WALL
ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
5.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL STAIR AND
HANDRAIL DETAILS AND SPECIFICATIONS.
6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS
PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
7.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE A MINIMUM DEPTH OF
THE EXISTING PAVEMENT DEPTH PLUS 1-INCH OR PER LARIMER COUNTY URBAN AREA STREET STANDARDS TABLE 25-1,
WHICHEVER IS GREATER. REFER TO DETAIL 4 ON SHEET C706 FOR TABLE 25-1.
10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS
AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED
OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR
PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON
THE PLANS.
11.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS FOR
UTILITY DEMOLITION, UTILITY CONSTRUCTION, AND CURB AND GUTTER CONSTRUCTION ARE COMPLETE. REFER TO THE STREET
PLAN AND PROFILES FOR ADDITIONAL VERTICAL DESIGN INFORMATION.
12.ASTER STREET SHALL BE RECONSTRUCTED WITH CONCRETE PAVEMENT. REFER TO THE STREET PLAN AND PROFILES FOR
ADDITIONAL VERTICAL DESIGN INFORMATION.
13.ALL UTILITY COVERS LOCATED WITHIN PUBLIC OR PRIVATE HARDSCAPE AREAS SHALL BE PEDESTRIAN RATED. CONTRACTOR
SHALL BID AN ALTERNATE DECORATIVE IRON COVER (COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER) FOR SUCH
INSTANCES. SHOP DRAWINGS AND SPECIFICATIONS FOR ALL DECORATIVE PEDESTRIAN COVERS LOCATED WITHIN THE PUBLIC
NORTH
EXISTING TREES
PROPOSED ASPHALT MILL & OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C200 C201
C201
& PAVEMENT PLAN
HORIZONTAL CONTROL
A.Reese
N.Whitcomb
1"=30'
MATCHLINE-SEE SHEET C200
BUS BAY CONCRETE JOINT PATTERN
1"=20'
CONCRETE PAVEMENT JOINT LEGEND:
LONGITUDINAL CONTRACTION JOINT W/ DOWEL TRANSVERSE CONTRACTION JOINT W/ DOWEL
(SEE DETAIL 711 ON SHEET C707 FOR ADDITIONAL INFORMATION)
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
EXISTING COLUMBINE STREET TO
BE VACATED
(50' ROW)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
BUILDING 2
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
2' 74.2' 3'
ENTRY
ENTRY
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET
(ROW VARIES) WEST PLUM STREET
(ROW VARIES)
BUILDING 1 BUILDING 1
COURTYARD
POOL/COURTYARD
CABANA
ENTRY
TRASH &
COMPACTOR
ENTRY
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C200
& PAVEMENT PLAN
HORIZONTAL CONTROL
A.Reese
N.Whitcomb
1"=30'
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
LEGEND:
NOTES:
1.FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF FOUNDATION WALL (NOT STONE VENEER) AND IS SHOWN FOR INFORMATION ONLY.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR DETAILED SITE LAYOUT
WITHIN THE COURTYARD AND POOL AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE
APPROVED LANDSCAPE DRAWINGS FOR ALL HARDSCAPE, LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES,
TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, LANDSCAPE WALL CONSTRUCTION DETAILS, TOP OF LANDSCAPE WALL
ELEVATIONS, STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
5.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL STAIR AND
HANDRAIL DETAILS AND SPECIFICATIONS.
6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS
PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
7.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE A MINIMUM DEPTH OF
THE EXISTING PAVEMENT DEPTH PLUS 1-INCH OR PER LARIMER COUNTY URBAN AREA STREET STANDARDS TABLE 25-1,
WHICHEVER IS GREATER. REFER TO DETAIL 4 ON SHEET C706 FOR TABLE 25-1.
10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS
AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED
OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR
PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON
THE PLANS.
11.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS FOR
UTILITY DEMOLITION, UTILITY CONSTRUCTION, AND CURB AND GUTTER CONSTRUCTION ARE COMPLETE. REFER TO THE STREET
PLAN AND PROFILES FOR ADDITIONAL VERTICAL DESIGN INFORMATION.
12.ASTER STREET SHALL BE RECONSTRUCTED WITH CONCRETE PAVEMENT. REFER TO THE STREET PLAN AND PROFILES FOR
ADDITIONAL VERTICAL DESIGN INFORMATION.
13.ALL UTILITY COVERS LOCATED WITHIN PUBLIC OR PRIVATE HARDSCAPE AREAS SHALL BE PEDESTRIAN RATED. CONTRACTOR
SHALL BID AN ALTERNATE DECORATIVE IRON COVER (COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER) FOR SUCH
INSTANCES. SHOP DRAWINGS AND SPECIFICATIONS FOR ALL DECORATIVE PEDESTRIAN COVERS LOCATED WITHIN THE PUBLIC
NORTH
EXISTING TREES
PROPOSED ASPHALT MILL & OVERLAY
EXISTING ROW
EXISTING EASEMENT LINE
EXISTING CURB & GUTTER
PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION
PROPOSED CONCRETE
EXISTING CONCRETE
PROPOSED SITE LIGHTING
PROPOSED SIGN
PROPOSED ROW
PROPOSED LANDSCAPE BED/PLANTER
PROPOSED EASEMENT
PROPOSED ENHANCED PAVING
PEDESTRIAN ACCESS RAMP
PROPOSED
PERMEABLE SUB-BASE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C200 C201
MATCHLINE-SEE SHEET C201
X
X
C
S
C.O.
C.O.
C.O.
X
W
S
O
C.O.
X
X
X
TELE
X X X
X X
C.O.
W
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE
X
X
X
X X X
X
X
X
X X
X
X X
E
C
S
E
E
X
W
X
X
X
X X X
X
X
X X
E
E
V.P.
H
Y
D
V.P.
W
VAULT
ELEC
WV
W
C
S
X
E
WV
WV
WV
VAULT
ELEC
WV
H
Y
D
MH
X
W
C
S
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
C
S
C
S
VAULT
ELEC
H
Y
D
6" SS 6" SS 6" SS 6" SS 6" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
X X
WV
ELEC
TELE
ELEC
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ST ST ST ST ST ST
X
X
X
W
C
S
WW
WW
WW
WW WW
WW
E
8" SS 8" SS
WV
CTV
VAULT
F.O.
CTV
CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
G
G G G
G
G G G
G G
G G G G
G G
G G
G G
G G
G G
G
G
G G G
G
G G
G
G
G G G
G G
G G G G
G
G G
G
G
G
G
G G
G
G G
G
G
G G
G
G
G G
CTV
CTV
E
E
E
E
E
E E E
E E
E
E
E
E
E E
E
E E E
E E E
E E E E
E E E E
E E E
E E E
E
E E
E E
E
20" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
20" W
20" W 20" W 20" W
20" W 20" W 20" W
20" W
6" W 6" W
6" W 6" W
6" W
W
W
6" W 6" W 6" W
6" W 6" W
W
W
6" W 6" W 6" W
6" W 6" W
W
W
FO
FO FO FO FO FO
FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO
FO
FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO
T
T T T T
T T T T T
T
T T T
T T T T
T T
ST ST
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
6" SS 6" SS 6" SS
6" SS 6" SS
6" SS 6" SS
W W W W W W W
4" SS
W W
W W W W
W
ST
X
H
Y
D
WEST PLUM STREET
(ROW VARIES)
WEST PLUM STREET
ASTER STREET
(50' ROW)
BLUEBELL STREET
(50' ROW)
COLUMBINE STREET
(50' ROW)
(1201)
(1205)
(809)
(813)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
H
I
J
K
L
M
N
O
P
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
SCOTT AVENUE
(25' ROW)
(729)
KAPPA KAPPA GAMMA
FRATERNITY
25' UTILITY
EASEMENT
50'
EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
12' UTILITY EASEMENT
TO BE VACATED
(SEE PLAT)
TAGNUMBER
8
7
9
10
11
12
14
16
15
13
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
(737)
(738) (736)
(735)
(733)
(734) (732)
(731) (729)
(725)
j
q
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C103
UTILITY DEMOLITION PLAN
EXISTING CONDITIONS &
N.A.
A.Reese
1"=30'
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C102 C103
MATCHLINE-SEE SHEET C102
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
{1.SHEETS C102 AND C103 INCLUDE ABOVE GROUND AND BELOW GROUND UTILITY DEMOLITION ITEMS AND EXCLUDE ALL
ABOVE GROUND SURFACE DEMOLITION ITEMS. REFER TO SHEETS C100 AND C101 FOR ALL ABOVE GROUND SURFACE
DEMOLITION ITEMS.
}2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL
FACILITIES AND MATERIAL.
{4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND
RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES
A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
5.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
6.THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY
TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY
COMPANY.
}7.CENTURYLINK AND COMCAST FACILITIES RUNNING EAST-WEST BETWEEN THE EXISTING LOTS REQUIRE RELOCATION PRIOR
TO THE COMMENCEMENT OF ANY DEMOLITION ACTIVITIES ADJACENT TO SAID FACILITIES. CONTRACTOR SHALL COORDINATE
WITH BOTH UTILITY COMPANIES AND PAUL GREGG OF UTICOR PRIOR TO BEGINNING DEMOLITION ACTIVITIES.
8.DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING.
CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING
BUILDING.
9.UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR
THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY.
CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT
FOR AND REMOVE ALL EXISTING METERS.
10.ELECTRIC SERVICES TO EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER INFORMATION AVAILABLE. CONTRACTOR
SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING
ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR
RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY
UTILITY DEMOLITIONS.
11.REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL
STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO
BEGINNING ANY UTILITY DEMOLITIONS.
12.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{
}13.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{
14.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
ORIGINAL FIELD SURVEY: CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
NOTES:
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
Address
SEWER WATER
No. Size No. Size
740 CITY PARK A 4" 1 3/4"
744 CITY PARK B 4" 2 3/4"
1312 W. PLUM C 4" 3 3/4"
739 DAISY D 4" 4 3/4"
740 DAISY E 4" 5 3/4"
744 DAISY F 4" 6 3/4"
737 COLUMBINE G 4" 7 3/4"
738 COLUMBINE H 4" 8 3/4"
736 COLUMBINE I 4" 9 3/4"
735 COLUMBINE J 4" 10 3/4"
733 BLUEBELL K 4" 11 3/4"
734 BLUEBELL L 4" 12 3/4"
732 BLUEBELL M 4" 13 3/4"
731 BLUEBELL N 4" 14 3/4"
725 ASTER O 4" 15 3/4"
729 ASTER P 4" 16 3/4"
X X
SCHEDULE OF EXISTING SERVICES TO BE
REMOVED AND/OR ABANDONED AT THE MAIN:
A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT
COLLINS.
B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE REMOVED TO
THE ORIGINATING MAIN. ALL SANITARY SEWER SERVICES TO BE REMOVED SHALL BE
REMOVED AND PLUGGED AT OR NEAR THE ORIGINATING SANITARY MAIN.
C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION REGARDING THE ABANDONMENT AND/OR REMOVAL OF EXISTING SERVICES.
COORDINATE ABANDONMENT WITH CITY UTILITIES AT 970.416.2165.
KEY:
REMOVE EXISTING MANHOLE,
GREASE TRAP OR INLET
1 REBUILD MANHOLE
(SEE SHEET C300)
2
REMOVE EXISTING METER
(SEE NOTE 9)
3 EXISTING TELECOM TO BE
RELOCATED (SEE NOTE 7)
4
REMOVE EXISTING FIRE
HYDRANT
5 REMOVE/REPLACE EXISTING FIRE
HYDRANT (SEE UTILITY PLAN)
6
REMOVE AND/OR RELOCATE
EXISITNG SITE AND/OR STREET
LIGHTING (SEE NOTE 11)
EXISTING STORM SEWER TO BE
RECONSTRUCTED (SEE UTILITY
AND STORM SEWER PLANS)
8
REMOVE EXISTING STORM SEWER
REMOVE EXISTING TELEPHONE
REMOVE EXISTING STRUCTURE (SEE SHEETS C100-C101)
REMOVE EXISTING UNDERGROUND ELECTRIC
REMOVE EXISTING SANITARY
SEWER MAIN (SEE NOTE 6)
9
REMOVE EXISTING WATER
(SEE NOTE 6)
REMOVE EXISTING SANITARY SEWER (SEE NOTE 6)
REMOVE EXISTING GAS LINE (SEE NOTE 6)
EXISTING {}" WATER SERVICE AND
METER TO BE MAINTAINED AND
REUSED FOR IRRIGATION SERVICE
10
10
POTHOLE UTILITY SIZE
SURFACE
ELEVATION TOP BOTTOM MATERIAL DATE
a FIBER 2" 5028.7 42" 44" PVC 12/28/2012
b ELEC 2" 5028.7 18" 20" PVC 12/28/2012
c FIBER 2" 5029.2 37" 39" PVC 12/28/2012
d UNKNOWN 12" 5029.2 14" 26" STEEL 12/28/2012
e FIBER 2" 5029.0 16" 18" PVC 12/28/2012
f GAS 4" 5032.9 38" 42" PVC 12/28/2012
g FIBER 2" 5032.7 18" 20" PVC 12/28/2012
h FIBER 2" 5029.2 30" 33" CABLE 1/7/2013
i WATER 8" 5029.1 54" 62" STEEL 1/7/2013
j FIBER 4" 5030.7 29" 34" PVC 1/7/2013
k GAS 2" 5031.1 27" 29" STEEL 4/16/2009
l ELECT 1-2" 5031.2 35" 37" PVC 4/16/2009
m WATER 8" 5030.7 56" 64" STEEL 4/16/2009
n GAS 4" 5029.3 31" 35" POLY 4/16/2009
o FIBER 2-6" 5029.5 37" 48" PVC 4/16/2009
p QWEST 1-2" 5028.8 27" 29" - 4/16/2009
q WATER 8" 5028.9 47" 55" PVC 4/16/2009
r GAS 2" 5028.9 37" 39" POLY 4/16/2009
s ELECT 2" 5028.9 40" 42" PVC 4/16/2009
t GAS 1-2" 5027.6 20" 22" STEEL 4/16/2009
u ELECT 1-2" 5027.4 28" 30" PVC 4/16/2009
V ELECT 3-2" 5027.4 36" 38" PVC 4/16/2009
POTHOLE LOCATION
(BY SITEWISE)
POTHOLE INFORMATION (BY SITEWISE):
a
b
c
d
e
f
g
h
i
j
k
n
m
o
p
q
r
s
t
u
S
X
E
E
X
X
X
CTV CTV
X
X
X
X
ELEC
X
VAULT
ELEC
C
S
H
Y
D
WV
S
W
C
S
X
X X
X
X
VAULT
ELEC
C
S
W
X
X
W
C
S
X
X
WW
WW
WW
E
E
E
WW WW
WW
E
WW
WW
WW
WW
WW
WW WW
WW
WW
E
WW
E
WW
WW
WW
WW
WW
E
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
6" SS 6" SS 6" SS
WW WW WW
WW
WW
WW WW
G
E
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV
CTV
G
G
G
G
G G
G
G G
G G
G
G
G
G G G G
G G
G
G G
G
G
G G
G
G
G G
G
G
G
G
G
G
G
G
G G
G
G
G
G G
G
CTV
CTV
CTV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E
E
E
20" W 20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
6" W 6" W
6" W
6" W
6" W
W
W
6" W 6" W
6" W 6" W
6" W
W
W
W
FO
FO
FO FO FO
FO
FO FO
FO
FO
FO FO
FO FO FO
FO FO FO FO
T T
T
T
T T
T
T
T T
T
T T T T
T T T T
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
4" SS
X
X
X
X
X
X
X
X
X
X
G
W
H
Y
D
G
G
W
G
LID
LID
H
Y
D
OHE
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET (ROW VARIES)
COLUMBINE STREET
(50' ROW)
(1205)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
B
A
C
D
E
F
G
H
I
J
DAISY STREET
(50' ROW)
50'
EXIST. ROW
TO BE VACATED
10
TAGNUMBER
40' EXIST. ROW
50' EXIST. ROW
50'
EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
12' UTILITY EASEMENT
TO BE VACATED
(SEE PLAT)
1
2
4
3 5
6
8
7
9
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
w/ BSMT
WOOD
GARAGE
1 STORY
BRICK
w/ BSMT
1 STORY
WOOD &
STONE
w/ BSMT
1 STORY
BRICK &
WOOD
(740)
(744)
(1312)
(739)
(740)
(744) (737)
(738) (736)
(735)
g
j
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C102
UTILITY DEMOLITION PLAN
EXISTING CONDITIONS &
N.A.
A.Reese
1"=30'
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C102 C103
MATCHLINE-SEE SHEET C103
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
{1.SHEETS C102 AND C103 INCLUDE ABOVE GROUND AND BELOW GROUND UTILITY DEMOLITION ITEMS AND EXCLUDE ALL
ABOVE GROUND SURFACE DEMOLITION ITEMS. REFER TO SHEETS C100 AND C101 FOR ALL ABOVE GROUND SURFACE
DEMOLITION ITEMS.
}2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL
FACILITIES AND MATERIAL.
{4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND
RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES
A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
5.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
6.THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY
TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY
COMPANY.
}7.CENTURYLINK AND COMCAST FACILITIES RUNNING EAST-WEST BETWEEN THE EXISTING LOTS REQUIRE RELOCATION PRIOR
TO THE COMMENCEMENT OF ANY DEMOLITION ACTIVITIES ADJACENT TO SAID FACILITIES. CONTRACTOR SHALL COORDINATE
WITH BOTH UTILITY COMPANIES AND PAUL GREGG OF UTICOR PRIOR TO BEGINNING DEMOLITION ACTIVITIES.
8.DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING.
CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING
BUILDING.
9.UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR
THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY.
CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT
FOR AND REMOVE ALL EXISTING METERS.
10.ELECTRIC SERVICES TO EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER INFORMATION AVAILABLE. CONTRACTOR
SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING
ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR
RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY
UTILITY DEMOLITIONS.
11.REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL
STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO
BEGINNING ANY UTILITY DEMOLITIONS.
12.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{
}13.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{
14.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
ORIGINAL FIELD SURVEY: CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING CLEANOUT
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING WATER CURB STOP
EXISTING ELECTRIC BOX
EXISTING IRRIGATION MANHOLE
EXISTING TELEPHONE BOX
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT ELEC WVAULT
H Y
D
TELE
CONTROL
IRR
H2O
ELEC
W
S
O
C.O.
E
C S
EXISTING OVERHEAD UTILITY G
LEGEND:
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING CABLE TV
EXISTING FIBER OPTIC
EXISTING UNDERGROUND ELECTRIC
EXISTING 8" SANITARY SEWER
EXISTING 3/4" WATER SERVICE
EXISTING 20" WATER
EXISTING 6" WATER
EXISTING FENCE
EXISTING 6" SANITARY SEWER
EXISTING 2" WATER
EXISTING ROW
EXISTING SANITARY SEWER SERVICE
NOTES:
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
Address
SEWER WATER
No. Size No. Size
740 CITY PARK A 4" 1 3/4"
744 CITY PARK B 4" 2 3/4"
1312 W. PLUM C 4" 3 3/4"
739 DAISY D 4" 4 3/4"
740 DAISY E 4" 5 3/4"
744 DAISY F 4" 6 3/4"
737 COLUMBINE G 4" 7 3/4"
738 COLUMBINE H 4" 8 3/4"
736 COLUMBINE I 4" 9 3/4"
735 COLUMBINE J 4" 10 3/4"
733 BLUEBELL K 4" 11 3/4"
734 BLUEBELL L 4" 12 3/4"
732 BLUEBELL M 4" 13 3/4"
731 BLUEBELL N 4" 14 3/4"
725 ASTER O 4" 15 3/4"
729 ASTER P 4" 16 3/4"
X X
SCHEDULE OF EXISTING SERVICES TO BE
REMOVED AND/OR ABANDONED AT THE MAIN:
A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT
COLLINS.
B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE REMOVED TO
THE ORIGINATING MAIN. ALL SANITARY SEWER SERVICES TO BE REMOVED SHALL BE
REMOVED AND PLUGGED AT OR NEAR THE ORIGINATING SANITARY MAIN.
C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION REGARDING THE ABANDONMENT AND/OR REMOVAL OF EXISTING SERVICES.
COORDINATE ABANDONMENT WITH CITY UTILITIES AT 970.416.2165.
KEY:
REMOVE EXISTING MANHOLE,
GREASE TRAP OR INLET
1 REBUILD MANHOLE
(SEE SHEET C300)
2
REMOVE EXISTING METER
(SEE NOTE 9)
3 EXISTING TELECOM TO BE
RELOCATED (SEE NOTE 7)
4
REMOVE EXISTING FIRE
HYDRANT
5 REMOVE/REPLACE EXISTING FIRE
HYDRANT (SEE UTILITY PLAN)
6
REMOVE AND/OR RELOCATE
EXISITNG SITE AND/OR STREET
LIGHTING (SEE NOTE 11)
EXISTING STORM SEWER TO BE
RECONSTRUCTED (SEE UTILITY
AND STORM SEWER PLANS)
8
REMOVE EXISTING STORM SEWER
REMOVE EXISTING TELEPHONE
REMOVE EXISTING STRUCTURE (SEE SHEETS C100-C101)
REMOVE EXISTING UNDERGROUND ELECTRIC
REMOVE EXISTING SANITARY
SEWER MAIN (SEE NOTE 6)
9
REMOVE EXISTING WATER
(SEE NOTE 6)
REMOVE EXISTING SANITARY SEWER (SEE NOTE 6)
REMOVE EXISTING GAS LINE (SEE NOTE 6)
EXISTING {}" WATER SERVICE AND
METER TO BE MAINTAINED AND
REUSED FOR IRRIGATION SERVICE
10
10
POTHOLE UTILITY SIZE
SURFACE
ELEVATION TOP BOTTOM MATERIAL DATE
a FIBER 2" 5028.7 42" 44" PVC 12/28/2012
b ELEC 2" 5028.7 18" 20" PVC 12/28/2012
c FIBER 2" 5029.2 37" 39" PVC 12/28/2012
d UNKNOWN 12" 5029.2 14" 26" STEEL 12/28/2012
e FIBER 2" 5029.0 16" 18" PVC 12/28/2012
f GAS 4" 5032.9 38" 42" PVC 12/28/2012
g FIBER 2" 5032.7 18" 20" PVC 12/28/2012
h FIBER 2" 5029.2 30" 33" CABLE 1/7/2013
i WATER 8" 5029.1 54" 62" STEEL 1/7/2013
j FIBER 4" 5030.7 29" 34" PVC 1/7/2013
k GAS 2" 5031.1 27" 29" STEEL 4/16/2009
l ELECT 1-2" 5031.2 35" 37" PVC 4/16/2009
m WATER 8" 5030.7 56" 64" STEEL 4/16/2009
n GAS 4" 5029.3 31" 35" POLY 4/16/2009
o FIBER 2-6" 5029.5 37" 48" PVC 4/16/2009
p QWEST 1-2" 5028.8 27" 29" - 4/16/2009
q WATER 8" 5028.9 47" 55" PVC 4/16/2009
r GAS 2" 5028.9 37" 39" POLY 4/16/2009
s ELECT 2" 5028.9 40" 42" PVC 4/16/2009
t GAS 1-2" 5027.6 20" 22" STEEL 4/16/2009
u ELECT 1-2" 5027.4 28" 30" PVC 4/16/2009
V ELECT 3-2" 5027.4 36" 38" PVC 4/16/2009
POTHOLE LOCATION
(BY SITEWISE)
POTHOLE INFORMATION (BY SITEWISE):
a
b
c
d
e
f
g
h
i
j
k
n
m
o
p
q
r
s
t
u
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(1113)
CAMBRIDGE
HOUSE LOFTS
(733)
TAU OF GAMMA PHI BETA
SORORITY INC.
(728)
TAU OF GAMMA PHI BETA
SORORITY INC.
25' UTILITY
EASEMENT
(700)
SUNSTONE CONDOMINIUMS
(1225)
ZETA TAU ALPHA
FRATERNITY
SCOTT AVENUE
(25' ROW)
(729)
KAPPA KAPPA GAMMA
FRATERNITY
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
GARAGE
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
(737)
(738) (736)
(735)
(733)
(734) (732)
(731) (729)
(725)
BLUEBELL STREET
(50' ROW)
COLUMBINE STREET
(50' ROW)
50' EXIST. ROW
66' EXIST. ROW
50' EXIST. ROW
40' EXIST. ROW
12' UTILITY
EASEMENT
50'
EXIST. ROW
TO BE VACATED
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
WEST PLUM STREET
(ROW VARIES)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C101
SURFACE DEMOLITION PLAN
EXISTING CONDITIONS &
N.A.
A.Reese
1"=30'
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C100 C101
MATCHLINE-SEE SHEET C100
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
{1.SHEETS C100 AND C101 INCLUDE ABOVE GROUND SURFACE DEMOLITION ITEMS EXCLUDING ALL ABOVE GROUND AND
BELOW GROUND UTILITIES. REFER TO SHEETS C102 AND C103 FOR ALL UTILITY DEMOLITION ITEMS.
}2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND
UTILITIES.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL
FACILITIES AND MATERIAL.
{4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND
RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT
OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH ALL EXISTING BUILDINGS INCLUDING, BUT
NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND
UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS
FOR ALL BACKFILL REQUIREMENTS.
6.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS.
7.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION
REQUIREMENTS.
}
8.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{
}9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{
10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. COORDINATE STREET CUTS WITH
UTILITY DEMOLITION ITEMS AS SHOWN ON SHEETS C102-C103.
11.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY
ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION FOR THIS PROJECT.
12.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
13.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING TREES TO REMAIN
LEGEND:
EXISTING FENCE
EXISTING ROW
NOTES:
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT
SAWCUT LINE
REMOVE EXISTING GRAVEL DRIVE
REMOVE EXISTING FENCE
REMOVE EXISTING STRUCTURE (SEE NOTE 5)
REMOVE EXISTING TREES
REMOVE EXISTING WALL
KEY:
REMOVE EXISTING BUILDING (TYP)
(SEE NOTE 5)
1 REMOVE EXISTING ASPHALT
PAVEMENT (TYP)
(SEE NOTE 13)
2
REMOVE EXISTING CONCRETE
PAVEMENT OR SIDEWALK (TYP)
3
REMOVE EXISTING CONCRETE
CURB AND GUTTER (TYP)
4
REMOVE EXISTING CONCRETE
PAN (TYP)
5
REMOVE EXISTING TREE (TYP)
(SEE NOTE 7)
6
REMOVE EXISTING FENCE (TYP)
8 SALVAGE EXISTING SIGN
9 REMOVE EXISTING WALL (TYP)
10 REMOVE EXISTING MAILBOX
11 REMOVE GRAVEL (TYP)
LID
WOOD
SHED
METAL
SHED
CITY PARK AVENUE
(50' ROW)
WEST PLUM STREET (ROW VARIES)
WOOD
SHED
(1205)
(1209)
TOWN SQUARE
CONDOMINIUMS
(1209)
TOWN SQUARE
CONDOMINIUMS
(1303)
KIEL FAMILY
LIMITED
PARTNERSHIP
(1307)
DERNBERG,
ANN R.
(1311)
TAN,
SHIRLEE
(1315)
PANDO,
MATTHEW PAUL
(1319)
PANDO,
MATTHEW PAUL
(1323)
PANDO,
MATTHEW PAUL
(700)
SUNSTONE CONDOMINIUMS
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD w/
BSMT
1 STORY
WOOD
1 STORY
WOOD
1 STORY
WOOD
w/ BSMT
WOOD
GARAGE
1 STORY
BRICK
w/ BSMT
1 STORY
WOOD &
STONE
w/ BSMT
1 STORY
BRICK &
WOOD
(740)
(744)
(1312)
(739)
(740)
(744) (737)
(738) (736)
(735)
50'
EXIST. ROW
TO BE VACATED
COLUMBINE STREET
(50' ROW)
40' EXIST. ROW
50' EXIST. ROW
50' EXIST. ROW
66' EXIST. ROW
12' UTILITY
EASEMENT
50'
EXIST. ROW
TO BE VACATED
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
TAGNUMBER
DAISY STREET
(50' ROW)
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C100
SURFACE DEMOLITION PLAN
EXISTING CONDITIONS &
N.A.
A.Reese
1"=30'
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
NORTH
KEYMAP
NTS
WEST PLUM ST.
CITY PARK AVE.
BLUEBELL ST.
ASTER ST.
C100 C101
MATCHLINE-SEE SHEET C101
FIELD SURVEY BY:
TERRACON CONSULTANTS, INC.
{TERRACON CONSULTANTS, INC.
"GEOTECHNICAL SUBSURFACE EXPLORATION
THE DISTRICT AT CSU EAST OF WEST PLUM
STREET AND CITY PARK AVENUE"
TERRACON PROJECT NO. 20115026
DATE: NOVEMBER 2, 2011}
{1.SHEETS C100 AND C101 INCLUDE ABOVE GROUND SURFACE DEMOLITION ITEMS EXCLUDING ALL ABOVE GROUND AND
BELOW GROUND UTILITIES. REFER TO SHEETS C102 AND C103 FOR ALL UTILITY DEMOLITION ITEMS.
}2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND
UTILITIES.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL
FACILITIES AND MATERIAL.
{4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND
RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT
OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH ALL EXISTING BUILDINGS INCLUDING, BUT
NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND
UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS
FOR ALL BACKFILL REQUIREMENTS.
6.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS.
7.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION
REQUIREMENTS.
}
8.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{
}9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{
10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. COORDINATE STREET CUTS WITH
UTILITY DEMOLITION ITEMS AS SHOWN ON SHEETS C102-C103.
11.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY
ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION FOR THIS PROJECT.
12.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
13.A 2-INCH MILL AND OVERLAY OF PLUM STREET AND BLUEBELL STREET SHALL BE COMPLETED ONCE ALL STREET CUTS
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
EXISTING TREES TO REMAIN
LEGEND:
EXISTING FENCE
EXISTING ROW
NOTES:
SUBSURFACE EXPLORATION BY:
EXISTING PROPERTY LINE
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT
SAWCUT LINE
REMOVE EXISTING GRAVEL DRIVE
REMOVE EXISTING FENCE
REMOVE EXISTING STRUCTURE (SEE NOTE 5)
REMOVE EXISTING TREES
REMOVE EXISTING WALL
KEY:
REMOVE EXISTING BUILDING (TYP)
(SEE NOTE 5)
1 REMOVE EXISTING ASPHALT
PAVEMENT (TYP)
(SEE NOTE 13)
2
REMOVE EXISTING CONCRETE
PAVEMENT OR SIDEWALK (TYP)
3
REMOVE EXISTING CONCRETE
CURB AND GUTTER (TYP)
4
REMOVE EXISTING CONCRETE
PAN (TYP)
5
REMOVE EXISTING TREE (TYP)
(SEE NOTE 7)
6
REMOVE EXISTING FENCE (TYP)
8 SALVAGE EXISTING SIGN
9 REMOVE EXISTING WALL (TYP)
10 REMOVE EXISTING MAILBOX
11 REMOVE GRAVEL (TYP)
BLOCK 2
50' EXIST.
ROW 50' EXIST.
ROW
66' EXIST.
ROW 40' EXIST.
ROW
ACCESS
EASEMENT
ACCESS
EASEMENT
N89°11'55"W 218.79'
N89°04'06"W
50.00'
N89°15'49"W 200.13'
N89°11'00"W
50.00'
N00°41'38"E
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND NAIL &
SHINER
FND #4 REBAR
NO CAP
N88°59'32"W 715.83'
DRAINAGE
EASEMENT
SEE NOTE 5
DRAINAGE
EASEMENT
SEE NOTE 5
FND NAIL &
SHINER
FND #4 REBAR
NO CAP
(NOT ACCEPTED)
DRAINAGE
EASEMENT
SEE NOTE 6
ACCESS EASEMENT
(SHADED AREA)
ZETA TAU ALPHA
FRATERNITY
KAPPA KAPPA
GAMMA
FRATERNITY
TAU OF GAMMA
PHI BETA
SORORITY
TAU OF GAMMA
PHI BETA
SORORITY
TOWN SQUARE
CONDOMINIUMS
DECHAIRO
SUBDIVISION CAMBRIDGE HOUSE LOFTS
SUNSTONE I CONDOMINIUMS
SUNSTONE CONDOMINIUMS
133.21'
24' PUBLIC ACCESS
& UTILITY EASEMENT
24' PUBLIC ACCESS
& UTILITY EASEMENT
TRANSIT
EASEMENT
119.24'
7.50'
4.91'
165.40' 92.87' 15.08' 92.42'
DRAINAGE
EASEMENT
SEE NOTE 5
DRAINAGE
EASEMENT
SEE NOTE 5
74.18'
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L58
L59
L48
L47
L46
L45
L44
L43
L42
L41
L40
L39
L38
L37
L36
L55
L54
L53
L52
L51
L50
L49
16.20'
26.44'
L57
L56
33.00' 13.67' 68.66'
L62
L61
L60
L63
L64
L65
L66
L67 4.27'
L70
L69
L68
L71
L74
L73
L72
L75
L76 L77
L78
L79
L80
L81
L82
L83
L84
924.24'
N00°30'00"E 2647.78'
EAST LINE OF THE NORTHEAST
QUARTER SECTION 15, T7N, R69W
(BASIS OF BEARING)
EAST QUARTER CORNER
SECTION 15-T7N-R69W
FND 3" ALUMINUM CAP
IN MONUMENT BOX
LS 27609, 2003
NORTHEAST CORNER
SECTION 15-T7N-R69W
FND BRASS HEXAGON
CAP, ILLEGIBLE
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
LENGTH
54.20'
11.53'
22.18'
24.51'
5.00'
24.50'
5.00'
17.70'
41.26'
36.90'
19.17'
9.96'
50.19'
96.17'
50.17'
15.08'
23.13'
5.36'
8.84'
BEARING
N01°00'35"E
S88°59'25"E
S01°00'35"W
S89°07'26"E
N01°00'35"E
S88°59'25"E
S01°00'35"W
S89°03'49"E
N00°59'14"E
S88°59'44"E
S01°00'34"W
N88°59'25"W
S01°00'33"W
S88°59'32"E
N01°00'26"E
N88°56'53"W
N01°00'28"E
N46°00'18"E
S88°59'31"E
LINE TABLE
LINE
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L36
L37
L38
L39
L40
L41
LENGTH
11.58'
33.50'
11.58'
8.84'
5.36'
23.13'
15.08'
50.19'
88.87'
105.77'
5.23'
24.42'
23.07'
62.43'
15.08'
23.13'
5.36'
8.84'
11.58'
BEARING
N01°00'28"E
S88°59'32"E
S01°00'28"W
S88°59'31"E
S43°59'33"E
S01°00'29"W
N88°59'31"W
S01°00'26"W
S88°59'32"E
N00°55'49"E
S88°59'25"E
N01°00'35"E
S88°59'34"E
S01°00'31"W
S88°59'30"E
S01°00'29"W
S46°00'27"W
N89°00'07"W
S01°00'26"W
LINE TABLE
LINE
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
LENGTH
20.00'
11.58'
8.84'
5.36'
23.13'
15.08'
62.43'
10.44'
19.17'
4.50'
40.75'
56.67'
60.08'
52.17'
16.20'
26.35'
11.42'
16.23'
15.53'
BEARING
N88°59'35"W
N01°00'23"E
N88°58'58"W
N43°59'30"W
N01°00'28"E
S88°59'30"E
N01°00'26"E
N00°49'00"E
N01°00'26"E
N88°59'34"W
N01°00'26"E
S88°59'34"E
S01°00'26"W
N88°48'35"W
S01°00'27"W
N88°59'33"W
N88°59'32"W
N44°16'16"W
S00°59'52"W
LINE TABLE
LINE
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
LENGTH
13.67'
15.53'
78.00'
33.27'
45.95'
86.32'
2.00'
10.00'
21.00'
10.00'
21.00'
10.00'
21.00'
10.00'
21.00'
BEARING
N88°59'34"W
N01°00'28"E
N00°56'06"E
S88°58'42"E
S01°00'28"W
S88°59'32"E
S01°00'28"W
S01°00'35"W
N88°59'25"W
N01°00'35"E
S88°59'25"E
S01°00'35"W
N88°59'25"W
N01°00'35"E
S88°59'25"E
PLAT OF
THE DISTRICT AT CAMPUS WEST
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
3
SECTION 15, T 7 N, R 69 W
CITY OF FORT COLLINS, COLORADO
RHD
L. Smith
1"=40'
15
69 W of the 6th PM
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/23/13
PROJECT:
670-001
Sheet
Of 3 Sheets
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
NORTH
(US SURVEY FEET)
LEGEND
PLATTED BOUNDARY LINE
EASEMENT LINE
LOT LINE
EXISTING RIGHT-OF-WAY
SECTION CORNER
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
SECTION LINE
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
40 40
40
80 120
( IN FEET )
1 inch = ft.
0 Feet
FOUND NAIL & SHINER AS DESCRIBED
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING UTILITY
EASEMENT TO BE
VACATED BY THIS PLAT
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
w/PLASTIC CAP
LS 25372 "RJL"
(NOT ACCEPTED)
FND #4 REBAR
w/PLASTIC CAP
LS 25372 "RJL"
(NOT ACCEPTED)
FND #4 REBAR
w/PLASTIC CAP
LS 25372 "RJL"
FND #4 REBAR
w/PLASTIC CAP
ILLEGIBLE
(NOT ACCEPTED)
FND #4 REBAR
w/PLASTIC CAP
LS 25372 "RJL"
(NOT ACCEPTED)
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #3 REBAR
NO CAP
(NOT ACCEPTED)
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
N89°11'55"W 218.79'
N89°04'06"W
50.00'
N89°15'49"W 200.13'
120.40' 99.77' 50.00' 99.47' 100.45' 50.00' 99.95' 99.95'
119.34' 99.45'
50.00'
100.67' 99.46'
50.00'
100.19' 100.19'
N00°41'38"E
S00°55'55"W 164.64'
S00°55'55"W 164.54'
N00°51'26"E 164.46'
99.95' 99.96'
100.20' 100.21'
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND NAIL &
SHINER
FND #4 REBAR
NO CAP
(NOT ACCEPTED)
N00°51'26"E 164.36'
FND NAIL &
SHINER
FND NAIL &
SHINER
9715104002
9715104014
9715104006
9715104015
9715104007
9715104016
9715104008
9715104017
9715104009 9715104010
9715104018
9715104019
9715104011
9715104012
9715104021
9715104020
24' PUBLIC ACCESS
& UTILITY EASEMENT
924.24'
N00°30'00"E 2647.78'
EAST LINE OF THE NORTHEAST
QUARTER SECTION 15, T7N, R69W
(BASIS OF BEARING)
EAST QUARTER CORNER
SECTION 15-T7N-R69W
FND 3" ALUMINUM CAP
IN MONUMENT BOX
LS 27609, 2003
NORTHEAST CORNER
SECTION 15-T7N-R69W
FND BRASS HEXAGON
CAP, ILLEGIBLE
PLAT OF
THE DISTRICT AT CAMPUS WEST
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
2
SECTION 15, T 7 N, R 69 W
CITY OF FORT COLLINS, COLORADO
RHD
L. Smith
1"=40'
15
69 W of the 6th PM
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/23/13
PROJECT:
670-001
Sheet
Of 3 Sheets
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
NORTH
40 40
40
80 120
( IN FEET )
1 inch = ft.
0 Feet
(US SURVEY FEET)
LEGEND
PLATTED BOUNDARY LINE
EASEMENT LINE
LOT LINE
EXISTING RIGHT-OF-WAY
SECTION CORNER
FOUND CORNER AS DESCRIBED
RIGHT-OF-WAY
SECTION LINE
SET #4 REBAR WITH
PLASTIC CAP, LS 14823
EXISTING RIGHT-OF-WAY DOCUMENTS
WEST PLUM STREET: -City of Fort Collins 97151 Quarter Section Map 1976
-Fourth South Shields Annexation - January 1961
-Second South Shields Annexation - March 1959
BOOK PAGE BOOK PAGE
1174 552 1176 408
1174 546 1174 550
1174 541 1174 538
1174 537 1174 544
1174 549 1297 555
1174 545
CITY PARK AVENUE: -City of Fort Collins 97151 Quarter Section Map 1976
-Second South Shields Annexation - January 1961
-Penthouse Subdivision - 1973
ASTER STREET & -City of Fort Collins 97151 Quarter Section Map 1976
BLUEBELL STREET: -Fourth South Shields Annexation - January 1961
-Second South Shields Annexation - March 1959
-Penthouse Subdivision - 1973
DAISY STREET & -City of Fort Collins 97151 Quarter Section Map 1976
COLUMBINE STREET: -Second South Shields Annexation - March 1959
-Penthouse Subdivision - 1973
EXISTING LOT LINES AND EASEMENTS
TO BE VACATED WITH THIS PLAT;
EXCEPT AS PROVIDED IN NOTE #3
OF THIS PLAT
FOUND NAIL & SHINER AS DESCRIBED
acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated,
and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until
such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee
property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate,
access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended
purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the
location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner
reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City
is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by
acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements
that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any
applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on
the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk,
tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in
the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove
such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge
the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage
to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the
Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are
duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder
of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and
is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
NOTES:
1) The Basis of Bearings is the East line of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing North
00°30'00" East (assumed bearing).
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment No. FCC25100048-10,
dated March 29, 2011; Title Commitment No. FCC25101255-2, dated July 7, 2011; Title Commitment No. FCC25101256-3, dated June 30, 2011; and
Title Commitment No. FCC25101258-4, dated July 13, 2011,prepared by Land Title Guaranty Company.
3) The City of Fort Collins reserves an easement for utility, drainage access, and emergency access within the vacated portion of Columbine Street and
Daisy Street. Upon complete removal of roadways and underlying utilities, an action to vacate the easement will be initiated.
4) There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping
that are allowed by Sections 12-120 - 12-122 of the City Code.
5) The City's rights under the Drainage Easement include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within
the Drainage Easement public improvements consistent with the intended purpose of the Easement; the right to install, maintain and use gates and any
fences that cross the Easement; the right to mark the location of the Easement with suitable markers. Grantor reserves the right to use the Easement for
purposes that do not interfere with the full enjoyment of the rights hereby granted.
The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Drainage Easement, but
by acceptance of this Dedication, the City does not accept the duty of maintenance of the Easement, or of improvements in the Easement that are not
owned by the City. Grantor will maintain the surface of the Easement in a sanitary condition in compliance with any applicable safety, nuisance or
other legal requirements.
Grantor maintains the right to install within the Drainage Easement, or permit the installation within the Easement, improvements and amenities that do
not interfere with the intended purpose of the Easement. Such items may include, but are not limited to, amenity structures, columns, trellises, fire pits,
grills, fences, signs, stairs, ramps, railings, retaining walls, seat walls, benches, light poles, bollards, pool equipment, curbs, hardscape, pavers,
boulders, trees, planters, and other landscaping, as well as underground piping and other public and private utilities. Any and all such items depicted
on the approved Development Plans and Building Permit applications for The District at Campus West shall not be deemed as obstacles to the
functional purpose of the Drainage Easement or future maintenance thereof.
In the event additional improvements beyond those explicitly approved with The District at Campus West Development Plan and Building Permit
applications, the City reserves the right to require the Grantor to remove such obstacles from the Easement. If Grantor does not remove such obstacles,
the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Grantor the City's costs for
such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to
which they are attached.
The rights granted to the City by this Drainage Easement Dedication inure to the benefit of the City's agents, licensees, permittees and assigns.
6) The Drainage Easement located within Building II-B (Parking Structure) on Lot 1, Block 1 has vertical limits in addition to the horizontal limits
depicted on this Plat. The bottom of said Easement is defined by the bottom of the Stormwater Vault and piping associated therewith. The top of said
easement terminates at an elevation of 5035.75-ft (NGVD 29 - unadjusted). Certain structural elements, as may be necessary for purpose and function
of the Stormwater Vault and Parking Structure itself, can encroach within this Drainage Easement.
7) The Transit Easement dedicated on this Plat is intended for use by the City of Fort Collins for construction, operation, maintenance, repair and
replacement of improvements and structures associated with transportation or transit corridors. Said easement has a vertical terminus at an elevation
of 5040.0-ft (NGVD 29 - unadjusted). Certain structural and non-structural elements, as explicitly depicted on the approved Development Plans and
Building Permit applications for The District at Campus West, can encroach within this Transit Easement.
8) The Transit Easements dedicated on this Plat are intended for use by the City of Fort Collins for construction, operation, maintenance, repair and
replacement of improvements and structures associated with transportation or transit corridors.
OWNER:
BY:_________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_____________________________________________,
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land: Tracts of land located in the Northeast
Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being
more particularly described as follows:
Considering the East line of the Northeast Quarter of said Section 15 as bearing North 00°30'00"East and with all bearings contained herein
relative thereto:
COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00" East,
924.24 feet; thence, North 89°11'00" West, 319.82 feet to a point on the westerly right-of-way line of Aster Street, said point being the
POINT OF BEGINNING of Block 2; thence along said westerly right-of-way, South 00°32'00" West, 175.97 feet to a point on the northerly
right-of-way line of West Plum Street; thence along said northerly right-of-way line, North 88°59'32" West, 200.41 feet to a point on the
easterly right-of-way line of Bluebell Street; thence along said easterly right-of-way line, North 00°41'38" East, 175.30 feet; thence, South
89°11'00" East, 199.91 feet to the POINT OF BEGINNING, contains 0.807 acres, more or less.
Also; COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00"
East, 924.24 feet; thence, North 89°11'00" West, 569.73 feet to a point on the westerly right-of-way line of Bluebell Street, said point being
the POINT OF BEGINNING of Block 1; thence along said westerly right-of-way line, South 00°41'38" West, 165.13 feet to a point on the
northerly right-of-way line of West Plum Street; thence along said northerly right-of-way line the following five courses and distances:
North 88°59'32" West, 200.37 feet; thence, North 89°04'12" West, 50.00 feet; thence, North 89°15'49" West, 200.13 feet; thence, North
89°04'06" West, 50.00 feet; thence, North 89°11'55" West, 218.79 feet to a point on the easterly right-of-way line of City Park Avenue;
thence along said easterly right-of-way line, North 00°27'00" East, 164.60 feet; thence, South 89°11'00" East, 719.99 feet to the POINT OF
BEGINNING, contains 2.719 acres, more or less.
Total acreage of subdivision is 3.526 acres, more or less.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided
into lots, tracts and streets as shown on this Plat to be known as THE DISTRICT AT CAMPUS WEST (the "Development"), subject to all
easements and rights-of-way now of record or existing or indicated on this plat. The rights and obligations of this Plat shall run with the land.
1
SECTION 15, T 7 N, R 69 W
CITY OF FORT COLLINS, COLORADO
RHD
L. Smith
N.A.
15
69 W of the 6th PM
REVIEWED BY:
G. Gilliland
CLIENT:
DRAWN BY:
SCALE:
DATE:
1/23/13
PROJECT:
670-001
Sheet
Of 3 Sheets
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
THE DISTRICT AT CAMPUS WEST
NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
ASTER ST.
BLUEBELL ST.
PLAT OF
THE DISTRICT AT CAMPUS WEST
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
N. Whitcomb
N.A.
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for The District at Campus West dated January 23, 2013by Northern Engineering
Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
City of Fort Collins benchmark 19-97
At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base.
Elevation=5022.56
City of Fort Collins benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base.
Elevation=5046.97
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
(The following variances were requested in a letter to the Local Entity Engineer dated 01.25.12, with a response thereto dated 02.27.12.)
a. PLUM STREET: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks.
b. CITY PARK AVE:roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks.
c. BLUEBELL ST.: right-of-way width, parkway width, sidewalk width.
d. ASTER ST.: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width and clearance, street cross slope.
e. UTILITY EASEMENTS: typical utility easements will notbe dedicated behind the right-of-way.
f. MINIMUM DEPTH OF UTILITIES: due to the depth of the existing storm sewer system, cover will be as shallow as 1.5'.
Additionally, a variance has been requested for the modified, site-specific BUS BAY design; the details of which are depicted herein.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
16. See separate StormWater Management Plan (SWMP) / Erosion Control Report for The District at Campus West for additional information.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage Report for The District at Campus West dated January 23, 2013by Northern Engineering
Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
SHEET INDEX
UTILITY PLANS FOR
TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
THE DISTRICT AT CAMPUS WEST
GEOTECHNICAL ENGINEER
Terracon Consultants, Inc.
Eric Bernhardt, PE
301 North Howes Street
Fort Collins, Colorado 80521
(970) 484-0359
PHONE NUMBER
Michael Cox
Humphreys & Partners Architects L.P.
5339 Alpha Road, Suite 300
Dallas TX, 75240
(972) 701-9636
ARCHITECT
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 10
Fort Collins, Colorado 80524
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
TRAFFIC ENGINEER
ELB Engineering, LLC
Eric Bracke, PE, PTOE
5401 Taylor Lane
Fort Collins, Colorado 80528
(970) 988-7551
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
SUBSURFACE UTILITY LOCATES**
*The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground
facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction,
and notify the Engineer of any discrepancies found.
UtiCor
Paul Gregg
POB 336547
Greeley, CO 80633
(970) 346-8009
DRY UTILITY COORDINATION
PVE, Inc.
Ron Wamsley
1040 North 2200 West, Suite 100
Salt Lake City, UT 84116
(801) 359-3158
ELECTRICAL ENGINEER (RESIDENTIAL )
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
01/23/13
PROJECT:
670-001
Sheet
Of 42 Sheets
THE DISTRICT AT CAMPUS WEST
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
01/23/13
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
C000
COVER SHEET
A.Reese
N.Whitcomb
N.A.
PVE, Inc.
Ryan Reese
1040 North 2200 West, Suite 100
Salt Lake City, UT 84116
(801) 359-3158
■���� �������� ■��������� ������������ ■
■����� ������ ■����������� ■
VICINITY MAP
NORTH 1"=2000'
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
BENCHMARK #1:
City of Fort Collins Benchmark 19-97
At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base.
Elevation=5022.56
BENCHMARK #2:
City of Fort Collins Benchmark 20-97
At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal
base.
Elevation=5046.97
B���� �� B�������
The Basis of Bearing is the East line of the Northeast Quarter, Section 15, Township 7 North,
Range 69 West of the 6th P.M. as bearing North 00°30'00" East (assumed bearing).
C��������� C������
East Quarter Corner Section 15-T7N-R69W Found 3" A.C. in monument box stamped
LS 27609, 2003
N: 126454.6520
E: 189500.0570
Northeast Corner Section 15-T7N-R69W Found brass hexagon cap
N: 129102.3270
E: 189523.1570
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: November 21, 2008
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: December 2, 2008
ORIGINAL FIELD SURVEY BY:
Terracon Consultants, Inc.
"GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF
WEST PLUM STREET AND CITY PARK AVENUE"
Terracon Project No. 20115026
Date: November 2, 2011
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
ADDITIONAL FIELD SURVEY:
CITY OF FORT COLLINS
KING SURVEYORS
DATE: February 2009
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING SERVICES
DATE: August 2011
C000 COVER SHEET
C001 GENERAL AND CONSTRUCTION NOTES
SHEETS 1-3 SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100-C101 EXISTING CONDITIONS &
SURFACE DEMOLITION PLAN
C102-C103 EXISTING CONDITIONS &
UTILITY DEMOLITION PLAN
C200-C201 HORIZONTAL CONTROL & PAVEMENT PLAN
C300-C301 UTILITY PLAN
C400-C401 OVERALL GRADING PLAN
C402 GRADING PLAN - BUILDING 1
C403 GRADING PLAN - BUILDING 2
C404 GRADING PLAN - BUILDING 3
C405-406 COURTYARD SUBGRADE PLANS
C407-C408 STORM DRAIN LINE 1 PLAN & PROFILES
C409 STORM DRAIN LINE 1-3 PLAN & PROFILE
C410 STORM DRAIN LINE 1-6 PLAN & PROFILE
C500 ASTER STREET ROADWAY PLAN & PROFILE
C501 BLUEBELL STREET ROADWAY PLAN & PROFILE
C502 PLUM STREET FLOWLINE PLAN & PROFILE
C503 PLUM STREET SIGNAGE & STRIPING PLAN
C504 INTERSECTION DETAILS
C505 TYPICAL ROADWAY SECTIONS
C600-C601 DRAINAGE AND EROSION CONTROL PLANS
C700-C709 CONSTRUCTION DETAILS
C800-C801 ACCESSIBLE ROUTE EXHIBIT
A304 PARKING GARAGE DETENTION VAULT
(BY OTHERS - FOR REFERENCE ONLY)
C��������� E��������, I��.
B
G AN�E
EAUDIN
Finfrock
Kyle Myers
2400 Apopka Boulevard
Apopka, FL 32703
(407) 293-4000
PARKING GARAGE DESIGN-BUILDER
HINES SYSTEM DESIGN IRRIGATION AND WATER MANAGEMENT CONSULTANTS, SERVICES INC.
Beaudin Ganze Consulting Engineers Inc.
Brian Robertson
251 Linden Street #200
Fort Collins, CO 80524
(970) 221-5691
MEP ENGINEER (PARKING GARAGE)
Construction Enterprises, Inc.
Steve Beins
325 Seaboard Lane, Suite #170
Franklin, TN 37067
(615) 332-8880
GENERAL CONTRACTOR
Electronic Architects
Nick White
1825 Business Park Blvd. Suite C
Daytona Beach, 32114
(386) 236-1516
TELECOMMUNICATIONS
Hines Irrigation Consultants, Inc.
Nate Hines
323 W. Drake Rd. Suite #204
Fort Collins, CO 80526
(970) 282-1800
IRRIGATION
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
MECHANICAL / PLUMBING
ENGINEER (RESIDENTIAL)